<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD Journal Publishing DTD v2.3 20070202//EN" "journalpublishing.dtd">
<article article-type="research-article" dtd-version="2.3" xml:lang="EN" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">
<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Earth Sci.</journal-id>
<journal-title>Frontiers in Earth Science</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Earth Sci.</abbrev-journal-title>
<issn pub-type="epub">2296-6463</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">1399095</article-id>
<article-id pub-id-type="doi">10.3389/feart.2024.1399095</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Earth Science</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Quality evaluation of surrounding rocks in a mine shaft based on the game gray target model</article-title>
<alt-title alt-title-type="left-running-head">Guo and Gu</alt-title>
<alt-title alt-title-type="right-running-head">
<ext-link ext-link-type="uri" xlink:href="https://doi.org/10.3389/feart.2024.1399095">10.3389/feart.2024.1399095</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Guo</surname>
<given-names>Li-Ping</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role content-type="https://credit.niso.org/contributor-roles/conceptualization/"/>
<role content-type="https://credit.niso.org/contributor-roles/formal-analysis/"/>
<role content-type="https://credit.niso.org/contributor-roles/resources/"/>
<role content-type="https://credit.niso.org/contributor-roles/supervision/"/>
<role content-type="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Gu</surname>
<given-names>Xin-Bao</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
<uri xlink:href="https://loop.frontiersin.org/people/1936614/overview"/>
<role content-type="https://credit.niso.org/contributor-roles/funding-acquisition/"/>
<role content-type="https://credit.niso.org/contributor-roles/investigation/"/>
<role content-type="https://credit.niso.org/contributor-roles/methodology/"/>
<role content-type="https://credit.niso.org/contributor-roles/writing-original-draft/"/>
</contrib>
</contrib-group>
<aff id="aff1">
<sup>1</sup>
<institution>School of Architecture</institution>, <institution>Nanyang Institute of Technology</institution>, <addr-line>Nanyang</addr-line>, <addr-line>Henan</addr-line>, <country>China</country>
</aff>
<aff id="aff2">
<sup>2</sup>
<institution>School of Civil Engineering</institution>, <institution>Nanyang Institute of Technology</institution>, <addr-line>Nanyang</addr-line>, <addr-line>Henan</addr-line>, <country>China</country>
</aff>
<author-notes>
<fn fn-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1223883/overview">Fanyu Zhang</ext-link>, Lanzhou University, China</p>
</fn>
<fn fn-type="edited-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1351492/overview">Dan Ma</ext-link>, China University of Mining and Technology, China</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1871743/overview">Zhengzheng Cao</ext-link>, Henan Polytechnic University, China</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Xin-Bao Gu, <email>15823405952@163.com</email>
</corresp>
</author-notes>
<pub-date pub-type="epub">
<day>02</day>
<month>07</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="collection">
<year>2024</year>
</pub-date>
<volume>12</volume>
<elocation-id>1399095</elocation-id>
<history>
<date date-type="received">
<day>11</day>
<month>03</month>
<year>2024</year>
</date>
<date date-type="accepted">
<day>20</day>
<month>05</month>
<year>2024</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2024 Guo and Gu.</copyright-statement>
<copyright-year>2024</copyright-year>
<copyright-holder>Guo and Gu</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/">
<p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</p>
</license>
</permissions>
<abstract>
<p>Accurate evaluation of surrounding rock quality grade can help guarantee the safety of tunnel design and construction; hence, it has great significance in the construction of mine shafts. Accordingly, the uniaxial saturated compressive strength of the rock block <inline-formula id="inf1">
<mml:math id="m1">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mi mathvariant="normal">c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, rock quality index <inline-formula id="inf2">
<mml:math id="m2">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mi>Q</mml:mi>
<mml:mi>D</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, rock softening coefficient <inline-formula id="inf3">
<mml:math id="m3">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>R</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, integrity coefficient of the rock mass <inline-formula id="inf4">
<mml:math id="m4">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>v</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, depth <inline-formula id="inf5">
<mml:math id="m5">
<mml:mrow>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, unit weight of the rock mass <inline-formula id="inf6">
<mml:math id="m6">
<mml:mrow>
<mml:mi>&#x3b3;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, coefficient of quantification of the angle between the principal structural plane and shaft axis <inline-formula id="inf7">
<mml:math id="m7">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, and weight of the groundwater <inline-formula id="inf8">
<mml:math id="m8">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are first selected as the indexes of assessment to introduce the game gray target model. Then, the gray target model of the surrounding rocks in a mine shaft project is established. The weight coefficient of each index is next calculated using the combination weighting method based on game theory, and the synthetic target center distance of each sample is determined using the gray target model. Finally, the quality level of the asphalt pavement is determined. The suggested model can be used to mine a small data sample to the maximum extent possible, thereby minimizing the information shortage caused by the small sample to a certain extent, to evaluate the final quality grade of the surrounding rocks quantitatively. Thus, the proposed approach provides a new scheme for the future quality assessments of surrounding rocks<bold>.</bold>
</p>
</abstract>
<kwd-group>
<kwd>quality assessment</kwd>
<kwd>surrounding rocks</kwd>
<kwd>mine shaft</kwd>
<kwd>game gray target model</kwd>
<kwd>level</kwd>
</kwd-group>
<custom-meta-wrap>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Geohazards and Georisks</meta-value>
</custom-meta>
</custom-meta-wrap>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>Given the rapid development of Chinese infrastructure, the number and scale of construction projects in underground engineering have also grown. As essential components of underground engineering, the surrounding rocks in subway tunnels play vital roles in the entire subway system (<xref ref-type="bibr" rid="B2">Gu X. B. et al., 2021</xref>). The surrounding rocks in a tunnel constitute a complex geological body, and the quality of such surrounding rocks is affected by the rock mass structure, geological characteristics, and other factors (<xref ref-type="bibr" rid="B4">Gu and Wu, 2019</xref>). Accurate evaluation of the surrounding rock quality grade can provide safety guarantees for tunnel design and construction, reduce safety risks, promote efficient construction operations, and reduce cost and economic losses. Therefore, it is of great practical significance to evaluate the quality grades of the surrounding rocks in subway tunnel constructions (<xref ref-type="bibr" rid="B3">Gu et al., 2021b</xref>).</p>
<p>There is abundant literature on evaluating surrounding rock quality grade (<xref ref-type="bibr" rid="B24">Zhou et al., 2016</xref>). <xref ref-type="bibr" rid="B9">Li et al. (2014)</xref> assessed the stability of the surrounding rock mass using a fuzzy comprehensive evaluation method combined with rock mass characteristics and support parameters. <xref ref-type="bibr" rid="B14">Wang F. F. et al. (2019)</xref> used unascertained measure theory to evaluate the surrounding rock quality of a subway tunnel. <xref ref-type="bibr" rid="B22">Zhong et al. (2019)</xref> assessed the stability of tunnel surrounding rocks using a combination of game and extension theories. Based on the European distance method, <xref ref-type="bibr" rid="B15">Wang J. C. et al. (2019)</xref> evaluated the toughness of surrounding rocks in a subway tunnel. <xref ref-type="bibr" rid="B17">Xue et al. (2020)</xref> used a two-dimensional cloud model combined with an apriori algorithm to determine the stability grade of surrounding rocks. <xref ref-type="bibr" rid="B1">Geng et al. (2014)</xref> investigated the influence of tunnel span on rock mass quality and provided a basis for tunnel design and construction using the improved rock mass quality index method. <xref ref-type="bibr" rid="B16">Wu et al. (2020)</xref> applied a continuous interval mathematical model to evaluate the rock mass quality of a slope. <xref ref-type="bibr" rid="B11">Liu et al. (2018)</xref> applied a deep learning technique to classify the surrounding rocks. In recent years, experts and scholars have attempted to use the extension theory method (<xref ref-type="bibr" rid="B21">Zhengzheng et al., 2024</xref>), fuzzy comprehensive evaluation method (<xref ref-type="bibr" rid="B18">Yang, 2018</xref>), cloud model method (<xref ref-type="bibr" rid="B7">He et al., 2021</xref>), rough set theory method (<xref ref-type="bibr" rid="B19">Yang et al., 2018</xref>), unknown measure method (<xref ref-type="bibr" rid="B25">Zhou et al., 2021</xref>), and ideal point method (<xref ref-type="bibr" rid="B8">Jiang and Wang, 2021</xref>) to evaluate the stabilities of surrounding rocks in tunnels.</p>
<p>The above models and methods have improved the development of quality assessments for surrounding rocks. These research efforts have first enriched the classification and evaluation theories of surrounding rock quality; second, the randomness and fussiness of the evaluation indicators are considered to enhance the accuracies of the evaluation results; third, evaluations of the non-linearities of the surrounding rock quality have been performed to provide solutions for the evaluation indicators that are otherwise difficult to quantify, while reducing the influences of human factors (<xref ref-type="bibr" rid="B20">Zhao et al., 2024</xref>).</p>
<p>However, these approaches have some shortcomings (<xref ref-type="bibr" rid="B12">Shao et al., 2022</xref>) in terms of three aspects. 1) A single weighting method is used in these approaches, and the weighting process does not include the subjective importances of the influencing factors, objective relationships between the factors, and differences in the factors themselves. 2) The evaluation processes are complex; for example, the membership functions are difficult to determine. 3) Upon commencing the evaluation and grading processes, subjective influences cannot be exerted on the evaluations based on actual engineering needs, and the evaluations therefore lack flexibility. The above limitations greatly restrict the evaluations of surrounding rock quality.</p>
<p>To overcome the abovementioned drawbacks, the game gray target model was applied in this work to assess the surrounding rock quality. Gray target decision-making is a type of uncertainty system used to obtain information when there are very few samples or if the data are poor (<xref ref-type="bibr" rid="B13">Tan et al., 2019</xref>). This method can be used to mine and develop data to the maximum extent possible based on known information from a small number of samples. This technique has been applied in finance, military, and other fields to achieve good results (<xref ref-type="bibr" rid="B10">Li and Wu, 2017</xref>). Hence, this approach is applied in this study to evaluate and analyze the quality levels of surrounding rocks in a mine shaft.</p>
<p>The remainder of this paper is organized as follows: <xref ref-type="sec" rid="s2">Section 2</xref> introduces the theory and methodology of the game gray target model. <xref ref-type="sec" rid="s3">Section 3</xref> provides an engineering example of the surrounding rocks considered in this work. <xref ref-type="sec" rid="s4">Section 4</xref> presents the assessment model and results analyses. <xref ref-type="sec" rid="s5">Section 5</xref> presents the conclusions of this study.</p>
</sec>
<sec sec-type="methods" id="s2">
<title>2 Methodology</title>
<sec id="s2-1">
<title>2.1 Principles of the game gray target model</title>
<p>Gray target decision-making is an important method for solving multiattribute decision-making problems from an objective perspective, and it can effectively reduce the loss of original information in the decision-making process (<xref ref-type="bibr" rid="B23">Zhou et al., 2014</xref>). Its basic idea is that an optimal data sequence is found from an existing set of sequences to construct a standard model. Then, the standard model is applied as the target, and the gray target model is built by comparing other models with the standard; the degree of likeness between the models is then evaluated to assess the target before calculating the target distance to determine the evaluation grade. Considering the errors in accuracy based on single-weight gray target models, the combination weighting method based on game theory was adopted in this work; then, the combined weights of the critic and entropy methods were optimized to obtain the optimal weight.</p>
</sec>
<sec id="s2-2">
<title>2.2 Establishment of the decisive matrix</title>
<p>Assuming that there are <inline-formula id="inf9">
<mml:math id="m9">
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> samples to be evaluated <inline-formula id="inf10">
<mml:math id="m10">
<mml:mrow>
<mml:msub>
<mml:mi>A</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>2</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf11">
<mml:math id="m11">
<mml:mrow>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> evaluation indexes <inline-formula id="inf12">
<mml:math id="m12">
<mml:mrow>
<mml:msub>
<mml:mi>A</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>2</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, the sample matrix is given by <inline-formula id="inf13">
<mml:math id="m13">
<mml:mrow>
<mml:mi>A</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>2</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>Suppose that <inline-formula id="inf14">
<mml:math id="m14">
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the mean value of evaluation index, then<disp-formula id="e1">
<mml:math id="m15">
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>n</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
<label>(1)</label>
</disp-formula>
</p>
<p>where <inline-formula id="inf15">
<mml:math id="m16">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>2</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>3</mml:mn>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:mi>m</mml:mi>
<mml:mo>;</mml:mo>
<mml:mi>j</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>2</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>3</mml:mn>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>Let <inline-formula id="inf16">
<mml:math id="m17">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> be the standardized processing result for the economic indicators, which is expressed as (<xref ref-type="bibr" rid="B21">Zhengzheng et al., 2024</xref>)<disp-formula id="e2">
<mml:math id="m18">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>min</mml:mi>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>
</p>
<p>For the cost-type indicator, this formula becomes<disp-formula id="e3">
<mml:math id="m19">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>min</mml:mi>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>
</p>
<p>From Eqs <xref ref-type="disp-formula" rid="e1">1</xref>&#x2013;<xref ref-type="disp-formula" rid="e3">3</xref>, the decisive matrix is expressed as<disp-formula id="equ1">
<mml:math id="m20">
<mml:mrow>
<mml:mi>X</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mn>11</mml:mn>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mn>12</mml:mn>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mn>21</mml:mn>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mn>22</mml:mn>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
</p>
</sec>
<sec id="s2-3">
<title>2.3 Calculation of the target center distance</title>
<p>For the decisive matrix <inline-formula id="inf17">
<mml:math id="m21">
<mml:mrow>
<mml:mi>X</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, if <inline-formula id="inf18">
<mml:math id="m22">
<mml:mrow>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mi>j</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mrow>
<mml:mfenced open="|" close="" separators="|">
<mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x3c;</mml:mo>
<mml:mi>i</mml:mi>
<mml:mo>&#x3c;</mml:mo>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, then <inline-formula id="inf19">
<mml:math id="m23">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msup>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mn>1</mml:mn>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msubsup>
<mml:mo>,</mml:mo>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mn>2</mml:mn>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msubsup>
<mml:mo>,</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mi>m</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is the positive center of the gray target, and <inline-formula id="inf20">
<mml:math id="m24">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msup>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mn>1</mml:mn>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msubsup>
<mml:mo>,</mml:mo>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mn>2</mml:mn>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msubsup>
<mml:mo>,</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mi>m</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is the negative target center. The distance between <inline-formula id="inf21">
<mml:math id="m25">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf22">
<mml:math id="m26">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> is regarded as the interval <inline-formula id="inf23">
<mml:math id="m27">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> between the positive and negative target centers and is given by<disp-formula id="e4">
<mml:math id="m28">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msup>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="|" close="|" separators="|">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msup>
<mml:mo>&#x2212;</mml:mo>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>n</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mi>j</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x2212;</mml:mo>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mi>j</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>
</p>
<p>where <inline-formula id="inf24">
<mml:math id="m29">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the optimal weight of the <inline-formula id="inf25">
<mml:math id="m30">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> index obtained using game theory.</p>
<p>The positive target center distance <inline-formula id="inf26">
<mml:math id="m31">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2b;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> is the distance between <inline-formula id="inf27">
<mml:math id="m32">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf28">
<mml:math id="m33">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> given by<disp-formula id="e5">
<mml:math id="m34">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2b;</mml:mo>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="|" close="|" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>n</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mi>j</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>
</p>
<p>The negative target center distance <inline-formula id="inf29">
<mml:math id="m35">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> is the distance between <inline-formula id="inf30">
<mml:math id="m36">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf31">
<mml:math id="m37">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> given by<disp-formula id="e6">
<mml:math id="m38">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="|" close="|" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>n</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msubsup>
<mml:mi>x</mml:mi>
<mml:mi>j</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
<label>(6)</label>
</disp-formula>
</p>
<p>The distance from any sample point <inline-formula id="inf32">
<mml:math id="m39">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> to the positive target center is <inline-formula id="inf33">
<mml:math id="m40">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2b;</mml:mo>
</mml:msubsup>
<mml:mo>&#x3c;</mml:mo>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula>, such that <inline-formula id="inf34">
<mml:math id="m41">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is located on a sphere with <inline-formula id="inf35">
<mml:math id="m42">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> as the center and <inline-formula id="inf36">
<mml:math id="m43">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> as the radius; the distance from any sample point <inline-formula id="inf37">
<mml:math id="m44">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> to the negative target center is <inline-formula id="inf38">
<mml:math id="m45">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
</mml:msubsup>
<mml:mo>&#x3c;</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, such that <inline-formula id="inf39">
<mml:math id="m46">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is located on a sphere with <inline-formula id="inf40">
<mml:math id="m47">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> as the center and <inline-formula id="inf41">
<mml:math id="m48">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> as the radius. Thus, the sample point <inline-formula id="inf42">
<mml:math id="m49">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, positive target center <inline-formula id="inf43">
<mml:math id="m50">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2b;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>, and negative target center <inline-formula id="inf44">
<mml:math id="m51">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> are three points in space that are collinear or triangular. Therefore, the degree of danger of a sample can be measured from the projection of the positive target center distance on the line between the positive and negative target centers. By assuming that the angle between the positive target center distance and line between the positive and negative target centers is <inline-formula id="inf45">
<mml:math id="m52">
<mml:mrow>
<mml:mi>&#x3b8;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, the target center distances can be obtained according to the law of cosines (<xref ref-type="fig" rid="F1">Figure 1</xref>):<disp-formula id="e7">
<mml:math id="m53">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2b;</mml:mo>
</mml:msubsup>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>cos</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>&#x3b8;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2b;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>&#x2b;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>&#x2b;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(7)</label>
</disp-formula>
</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Calculation of the target center distances.</p>
</caption>
<graphic xlink:href="feart-12-1399095-g001.tif"/>
</fig>
</sec>
<sec id="s2-4">
<title>2.4 Classification of the quality grade</title>
<p>From the definitions of the target center distances, it is found that the comprehensive target distance quantitatively reflects the quality grade of a sample. Assuming that the samples to be evaluated have <inline-formula id="inf46">
<mml:math id="m54">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> quality grades, let <inline-formula id="inf47">
<mml:math id="m55">
<mml:mrow>
<mml:mi>D</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mi>m</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> be the set of comprehensive target center distances <inline-formula id="inf48">
<mml:math id="m56">
<mml:mrow>
<mml:mi>S</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> of the samples to be evaluated, and <inline-formula id="inf49">
<mml:math id="m57">
<mml:mrow>
<mml:mi>B</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>B</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>B</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>B</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> be the ordered set of the <inline-formula id="inf50">
<mml:math id="m58">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> quality grades; let <inline-formula id="inf51">
<mml:math id="m59">
<mml:mrow>
<mml:mi>f</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> be a positive integer such that <inline-formula id="inf52">
<mml:math id="m60">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2264;</mml:mo>
<mml:mi>f</mml:mi>
<mml:mo>&#x3c;</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, and the thresholds of the <inline-formula id="inf53">
<mml:math id="m61">
<mml:mrow>
<mml:mi>f</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> set are <inline-formula id="inf54">
<mml:math id="m62">
<mml:mrow>
<mml:msub>
<mml:mi>g</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:mi>B</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf55">
<mml:math id="m63">
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>min</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>B</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, then <inline-formula id="inf56">
<mml:math id="m64">
<mml:mrow>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>&#x3b1;</mml:mi>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mrow>
<mml:mi>f</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>&#x3b1;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:msub>
<mml:mi>g</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> for <inline-formula id="inf57">
<mml:math id="m65">
<mml:mrow>
<mml:mi>&#x3b1;</mml:mi>
<mml:mo>&#x2208;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf58">
<mml:math id="m66">
<mml:mrow>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mi>q</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>&#x221e;</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>d</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> are the critical comprehensive target center distances of the different quality grades. The interval distribution set of comprehensive target distances for the <inline-formula id="inf59">
<mml:math id="m67">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> quality grades can then be obtained as follows:<disp-formula id="e8">
<mml:math id="m68">
<mml:mrow>
<mml:msub>
<mml:mi>D</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="{" close="}" separators="|">
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mrow>
<mml:mfenced open="|" close="" separators="|">
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x3e;</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x3e;</mml:mo>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>.</mml:mo>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3e;</mml:mo>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x3e;</mml:mo>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(8)</label>
</disp-formula>
</p>
</sec>
<sec id="s2-5">
<title>2.5 Determination of the index weights</title>
<p>
<list list-type="simple">
<list-item>
<p>(1) Critic method</p>
</list-item>
</list>
</p>
<p>The critic method is a kind of weight-assignment method (<xref ref-type="bibr" rid="B26">Zhou et al., 2008</xref>) that uses the variability and conflict between different evaluation indexes for weighting to comprehensively measure the evaluation index. Its procedure is as follows:</p>
<p>&#x2460; Standardization processing of the data</p>
<p>Each evaluation index is quantified to be dimensionless to eliminate the influences of different variables. If the evaluation index is of the benefit type, then the calculation formula is<disp-formula id="e9">
<mml:math id="m69">
<mml:mrow>
<mml:mi>y</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>min</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>min</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(9)</label>
</disp-formula>
</p>
<p>If the evaluation index is of the cost type, then the calculation formula is<disp-formula id="e10">
<mml:math id="m70">
<mml:mrow>
<mml:mi>y</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>min</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(10)</label>
</disp-formula>
</p>
<p>Here, <inline-formula id="inf60">
<mml:math id="m71">
<mml:mrow>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the normalized processing value; <inline-formula id="inf61">
<mml:math id="m72">
<mml:mrow>
<mml:mi>max</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf62">
<mml:math id="m73">
<mml:mrow>
<mml:mi>min</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> are the maximum and minimum values from a set of evaluation indexes.</p>
<list list-type="simple">
<list-item>
<p>&#x2461; The variability among the evaluation indexes is generally expressed using the standard deviation <inline-formula id="inf63">
<mml:math id="m74">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c3;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, whose formula is</p>
</list-item>
</list>
<p>
<disp-formula id="e11">
<mml:math id="m75">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c3;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:msqrt>
<mml:mfrac>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>n</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
<mml:mi>n</mml:mi>
</mml:mfrac>
</mml:msqrt>
</mml:mrow>
</mml:math>
<label>(11)</label>
</disp-formula>
</p>
<p>where <inline-formula id="inf64">
<mml:math id="m76">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the mean of the <inline-formula id="inf65">
<mml:math id="m77">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> evaluation index, and <inline-formula id="inf66">
<mml:math id="m78">
<mml:mrow>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the total number of <inline-formula id="inf67">
<mml:math id="m79">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> evaluation indexes.<list list-type="simple">
<list-item>
<p>&#x2462; The correlation coefficient of the evaluation index is calculated as</p>
</list-item>
</list>
<disp-formula id="e12">
<mml:math id="m80">
<mml:mrow>
<mml:msub>
<mml:mi>r</mml:mi>
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mover accent="true">
<mml:mi>x</mml:mi>
<mml:mo>&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>y</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mover accent="true">
<mml:mi>y</mml:mi>
<mml:mo>&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
<mml:msqrt>
<mml:mrow>
<mml:mo>&#x2211;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mover accent="true">
<mml:mi>x</mml:mi>
<mml:mo>&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>&#x2211;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>y</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mover accent="true">
<mml:mi>y</mml:mi>
<mml:mo>&#xaf;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:msqrt>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(12)</label>
</disp-formula>
<list list-type="simple">
<list-item>
<p>&#x2463; The conflict coefficient of the evaluation index is calculated as</p>
</list-item>
</list>
<disp-formula id="e13">
<mml:math id="m81">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>n</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>r</mml:mi>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(13)</label>
</disp-formula>
<list list-type="simple">
<list-item>
<p>&#x2464; The weight coefficient <inline-formula id="inf68">
<mml:math id="m82">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> of the evaluation index is calculated as</p>
</list-item>
</list>
<disp-formula id="e14">
<mml:math id="m83">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c3;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#xd7;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msubsup>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>n</mml:mi>
</mml:msubsup>
<mml:msub>
<mml:mi>&#x3c3;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#xd7;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(14)</label>
</disp-formula>
<list list-type="simple">
<list-item>
<p>(2) Entropy method</p>
</list-item>
</list>
</p>
<p>The entropy weighting method is used to determine the entropy value of an index according to the variance of the evaluation index, and its specific calculation method is based on a previously reported approach (<xref ref-type="bibr" rid="B5">Gu et al., 2019</xref>).<list list-type="simple">
<list-item>
<p>(3) Game theory combination weighting method</p>
</list-item>
</list>
</p>
<p>To avoid information loss caused by using a single weighting method and improve the accuracies of the weights, the combination weighting method based on game theory (<xref ref-type="bibr" rid="B6">Gu et al., 2021c</xref>) is applied to optimize the weights obtained from several other weighting methods to obtain the optimal weight as follows.<list list-type="simple">
<list-item>
<p>&#x2460; The weight sets <inline-formula id="inf69">
<mml:math id="m84">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf70">
<mml:math id="m85">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are obtained from the entropy weighting and critic methods, and <inline-formula id="inf71">
<mml:math id="m86">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf72">
<mml:math id="m87">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are assumed to be their respective linear combination coefficients. Then, the weight sets <inline-formula id="inf73">
<mml:math id="m88">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf74">
<mml:math id="m89">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are linearized as</p>
</list-item>
</list>
<disp-formula id="e15">
<mml:math id="m90">
<mml:mrow>
<mml:mi>&#x3c9;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:math>
<label>(15)</label>
</disp-formula>
<list list-type="simple">
<list-item>
<p>&#x2461; Based on game theory, the linear combination coefficients <inline-formula id="inf75">
<mml:math id="m91">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf76">
<mml:math id="m92">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> in Eq. <xref ref-type="disp-formula" rid="e10">15</xref> are optimized and expressed as</p>
</list-item>
</list>
<disp-formula id="e16">
<mml:math id="m93">
<mml:mrow>
<mml:mi>min</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mfenced open="&#x2016;" close="&#x2016;" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mmultiscripts>
<mml:mo>&#x2212;</mml:mo>
<mml:mprescripts/>
<mml:mi>k</mml:mi>
<mml:mi>T</mml:mi>
</mml:mmultiscripts>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>k</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(16)</label>
</disp-formula>
<list list-type="simple">
<list-item>
<p>&#x2462; Based on the differential properties of a matrix, the linear differential equations for optimizing the first derivative condition of Eq. <xref ref-type="disp-formula" rid="e15">15</xref> is</p>
</list-item>
</list>
<disp-formula id="e17">
<mml:math id="m94">
<mml:mrow>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(17)</label>
</disp-formula>
<list list-type="simple">
<list-item>
<p>&#x2463; The optimal combination coefficients <inline-formula id="inf77">
<mml:math id="m95">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf78">
<mml:math id="m96">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are obtained through Eq. <xref ref-type="disp-formula" rid="e16">16</xref>. Then, these values are normalized as <inline-formula id="inf79">
<mml:math id="m97">
<mml:mrow>
<mml:msubsup>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac bevelled="true">
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf80">
<mml:math id="m98">
<mml:mrow>
<mml:msubsup>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac bevelled="true">
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</inline-formula>. Finally, the comprehensive weight <inline-formula id="inf81">
<mml:math id="m99">
<mml:mrow>
<mml:mi>&#x3c9;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is obtained as</p>
</list-item>
</list>
<disp-formula id="e18">
<mml:math id="m100">
<mml:mrow>
<mml:mi>&#x3c9;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>a</mml:mi>
<mml:mmultiscripts>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
<mml:mprescripts/>
<mml:mn>1</mml:mn>
<mml:mo>&#x2a;</mml:mo>
</mml:mmultiscripts>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>a</mml:mi>
<mml:mmultiscripts>
<mml:msubsup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
<mml:mi>T</mml:mi>
</mml:msubsup>
<mml:mprescripts/>
<mml:mn>2</mml:mn>
<mml:mo>&#x2a;</mml:mo>
</mml:mmultiscripts>
</mml:mrow>
</mml:math>
<label>(18)</label>
</disp-formula>
</p>
</sec>
</sec>
<sec id="s3">
<title>3 Engineering overview</title>
<p>The new main shaft of the mine shaft project considered in this work was located in a denudation low mountain and hill area (<xref ref-type="fig" rid="F2">Figure 2</xref>), with a designed depth of 1,135 m and diameter of 6.0 m. The new main shaft passed through nine types of rocks, namely, altered trachyte, albite granite, altered diabase, albite quartz syenite porphyry, fault breccia, albite granite porphyry, cataclastic granite, k-feldspar granite, and k-feldspar quartz diorite. There were five types of joints with different occurrences in the surrounding rocks as well as many alteration weak zones and fracture zones. There was uniform fractured water in the surrounding rocks of the shaft, whose upper part was a weak absorbent layer and the lower high-stress area was a relatively water-resistant layer. The field tests demonstrated that in most cases, the vertical stresses were similar for the quality of the overlying strata (<inline-formula id="inf82">
<mml:math id="m101">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b3;</mml:mi>
<mml:mi>h</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>); because of the complex geological conditions in the mining area, the horizontal stresses in different areas of the rock mass were not the same. These stresses usually varied between 1.258 <inline-formula id="inf83">
<mml:math id="m102">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b3;</mml:mi>
<mml:mi>h</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and 1. 874 <inline-formula id="inf84">
<mml:math id="m103">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b3;</mml:mi>
<mml:mi>h</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, but the horizontal stress gradually approached the gravity stress of the original rock with increasing depths.</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Mine shaft considered in this study.</p>
</caption>
<graphic xlink:href="feart-12-1399095-g002.tif"/>
</fig>
</sec>
<sec id="s4">
<title>4 Construction of the assessment model</title>
<sec id="s4-1">
<title>4.1 Determination of the evaluation indexes</title>
<p>The selection of indicators should consider the ease of access of the site, convenience, and practices. Accordingly, eight influential factors were selected as the assessment indexes: uniaxial saturated compressive strength of the rock block <inline-formula id="inf85">
<mml:math id="m104">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mi mathvariant="normal">c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, rock quality index <inline-formula id="inf86">
<mml:math id="m105">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mi>Q</mml:mi>
<mml:mi>D</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, rock softening coefficient <inline-formula id="inf87">
<mml:math id="m106">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>R</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, integrity coefficient of the rock mass <inline-formula id="inf88">
<mml:math id="m107">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>v</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, depth <inline-formula id="inf89">
<mml:math id="m108">
<mml:mrow>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, unit weight of the rock mass <inline-formula id="inf90">
<mml:math id="m109">
<mml:mrow>
<mml:mi>&#x3b3;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, coefficient of quantification of the angle between the principal structural plane and shaft axis <inline-formula id="inf91">
<mml:math id="m110">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, and weight of the groundwater <inline-formula id="inf92">
<mml:math id="m111">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>. The assessment results were divided into five grades as excellent (I), good (II), common (III), inferior (IV), and bad (V). Twelve groups of monitoring data and assessment results from the mine were adopted as the learning samples, and these specific data are shown in <xref ref-type="table" rid="T1">Table 1</xref>.</p>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Learning samples for the surrounding rock quality evaluation indexes.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Serial number</th>
<th align="center">
<inline-formula id="inf93">
<mml:math id="m112">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mi mathvariant="normal">c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf94">
<mml:math id="m113">
<mml:mrow>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf95">
<mml:math id="m114">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>v</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf96">
<mml:math id="m115">
<mml:mrow>
<mml:mi>&#x3b3;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf97">
<mml:math id="m116">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mi>Q</mml:mi>
<mml:mi>D</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf98">
<mml:math id="m117">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf99">
<mml:math id="m118">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf100">
<mml:math id="m119">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>R</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">Quality level</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">1</td>
<td align="center">219.12</td>
<td align="center">760</td>
<td align="center">0.924</td>
<td align="center">25.86</td>
<td align="center">100</td>
<td align="center">10</td>
<td align="center">0.45</td>
<td align="center">0.78</td>
<td align="center">I</td>
</tr>
<tr>
<td align="center">2</td>
<td align="center">169.84</td>
<td align="center">768</td>
<td align="center">0.973</td>
<td align="center">25.84</td>
<td align="center">100</td>
<td align="center">15</td>
<td align="center">0.45</td>
<td align="center">0.74</td>
<td align="center">I</td>
</tr>
<tr>
<td align="center">3</td>
<td align="center">19.42</td>
<td align="center">777</td>
<td align="center">0.857</td>
<td align="center">24.15</td>
<td align="center">50</td>
<td align="center">4</td>
<td align="center">0.4</td>
<td align="center">0.49</td>
<td align="center">V</td>
</tr>
<tr>
<td align="center">4</td>
<td align="center">20.11</td>
<td align="center">783</td>
<td align="center">0.832</td>
<td align="center">24.3</td>
<td align="center">80</td>
<td align="center">7</td>
<td align="center">0.4</td>
<td align="center">0.91</td>
<td align="center">V</td>
</tr>
<tr>
<td align="center">5</td>
<td align="center">41.61</td>
<td align="center">791</td>
<td align="center">0.849</td>
<td align="center">24.89</td>
<td align="center">75</td>
<td align="center">7</td>
<td align="center">0.4</td>
<td align="center">0.62</td>
<td align="center">IV</td>
</tr>
<tr>
<td align="center">6</td>
<td align="center">56.86</td>
<td align="center">800</td>
<td align="center">0.724</td>
<td align="center">25.61</td>
<td align="center">73</td>
<td align="center">10</td>
<td align="center">0.4</td>
<td align="center">0.72</td>
<td align="center">IV</td>
</tr>
<tr>
<td align="center">7</td>
<td align="center">86.79</td>
<td align="center">830</td>
<td align="center">0.602</td>
<td align="center">25.35</td>
<td align="center">90</td>
<td align="center">15</td>
<td align="center">0.3</td>
<td align="center">0.65</td>
<td align="center">III</td>
</tr>
<tr>
<td align="center">8</td>
<td align="center">104.01</td>
<td align="center">840</td>
<td align="center">0.653</td>
<td align="center">25.27</td>
<td align="center">94</td>
<td align="center">7</td>
<td align="center">0.3</td>
<td align="center">0.79</td>
<td align="center">III</td>
</tr>
<tr>
<td align="center">9</td>
<td align="center">104.01</td>
<td align="center">843</td>
<td align="center">0.633</td>
<td align="center">25.7</td>
<td align="center">85</td>
<td align="center">7</td>
<td align="center">0.3</td>
<td align="center">0.79</td>
<td align="center">III</td>
</tr>
<tr>
<td align="center">10</td>
<td align="center">104.01</td>
<td align="center">862</td>
<td align="center">0.887</td>
<td align="center">25.7</td>
<td align="center">82</td>
<td align="center">7</td>
<td align="center">0.3</td>
<td align="center">0.79</td>
<td align="center">II</td>
</tr>
<tr>
<td align="center">11</td>
<td align="center">104.1</td>
<td align="center">869.4</td>
<td align="center">0.887</td>
<td align="center">25.72</td>
<td align="center">85</td>
<td align="center">7</td>
<td align="center">0.3</td>
<td align="center">0.75</td>
<td align="center">II</td>
</tr>
<tr>
<td align="center">12</td>
<td align="center">92.74</td>
<td align="center">880</td>
<td align="center">0.887</td>
<td align="center">25.4</td>
<td align="center">83</td>
<td align="center">10</td>
<td align="center">0.4</td>
<td align="center">0.58</td>
<td align="center">II</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s4-2">
<title>4.2 Construction of the assessment frame</title>
<p>The flowchart depicting the determination of the quality levels of the surrounding rocks in the mine shaft is shown in <xref ref-type="fig" rid="F3">Figure 3</xref>, and the specific procedures are as follows.<list list-type="simple">
<list-item>
<p>(1) The sample matrix of the origin matrix is constructed;</p>
</list-item>
<list-item>
<p>(2) the decisive matrix of original data is established based on Eqs <xref ref-type="disp-formula" rid="e2">2</xref>, <xref ref-type="disp-formula" rid="e3">3</xref>;</p>
</list-item>
<list-item>
<p>(3) the optimal combination weights of the different samples are obtained according to Eqs <xref ref-type="disp-formula" rid="e9">9</xref>&#x2013;<xref ref-type="disp-formula" rid="e17">17</xref>;</p>
</list-item>
<list-item>
<p>(4) the target centers of the different samples are found using the decisive matrix and Eq. <xref ref-type="disp-formula" rid="e4">4</xref>;</p>
</list-item>
<list-item>
<p>(5) the positive and negative target center distances of the different samples are determined according to Eqs <xref ref-type="disp-formula" rid="e5">5</xref>, <xref ref-type="disp-formula" rid="e6">6</xref>;</p>
</list-item>
<list-item>
<p>(6) the target center distances of the different samples are determined using Eq. <xref ref-type="disp-formula" rid="e7">7</xref>;</p>
</list-item>
<list-item>
<p>(7) the quality levels are partitioned according to the target center distance ranges in combination with Eq. <xref ref-type="disp-formula" rid="e8">8</xref>;</p>
</list-item>
<list-item>
<p>(8) the final quality grade of the surrounding rocks is determined.</p>
</list-item>
</list>
</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Flowchart of the assessment framework.</p>
</caption>
<graphic xlink:href="feart-12-1399095-g003.tif"/>
</fig>
</sec>
<sec id="s4-3">
<title>4.3 Determination of the standard decisive matrix values</title>
<p>Four of the indicators listed in <xref ref-type="table" rid="T1">Table 1</xref> are of the benefit type. Using Eqs <xref ref-type="disp-formula" rid="e1">1</xref>&#x2013;<xref ref-type="disp-formula" rid="e3">3</xref> and the information in <xref ref-type="table" rid="T1">Table 1</xref>, the decisive matrix values are obtained as shown in <xref ref-type="table" rid="T2">Table 2</xref>.</p>
<table-wrap id="T2" position="float">
<label>TABLE 2</label>
<caption>
<p>Decisive matrix values for the evaluation indexes.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Serial number</th>
<th align="center">
<inline-formula id="inf101">
<mml:math id="m120">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mi mathvariant="normal">C</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf102">
<mml:math id="m121">
<mml:mrow>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf103">
<mml:math id="m122">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>v</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf104">
<mml:math id="m123">
<mml:mrow>
<mml:mi>&#x3b3;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf105">
<mml:math id="m124">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mi>Q</mml:mi>
<mml:mi>D</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf106">
<mml:math id="m125">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf107">
<mml:math id="m126">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf108">
<mml:math id="m127">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>R</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">1</td>
<td align="right">1.00</td>
<td align="right">&#x2212;0.90</td>
<td align="right">0.54</td>
<td align="right">0.46</td>
<td align="right">0.51</td>
<td align="right">0.19</td>
<td align="right">1.00</td>
<td align="right">0.26</td>
</tr>
<tr>
<td align="center">2</td>
<td align="right">0.61</td>
<td align="right">&#x2212;0.78</td>
<td align="right">0.78</td>
<td align="right">0.44</td>
<td align="right">0.51</td>
<td align="right">1.00</td>
<td align="right">1.00</td>
<td align="right">0.09</td>
</tr>
<tr>
<td align="center">3</td>
<td align="right">&#x2212;0.59</td>
<td align="right">&#x2212;0.63</td>
<td align="right">0.22</td>
<td align="right">&#x2212;1.00</td>
<td align="right">&#x2212;1.00</td>
<td align="right">&#x2212;0.78</td>
<td align="right">0.38</td>
<td align="right">&#x2212;1.00</td>
</tr>
<tr>
<td align="center">4</td>
<td align="right">&#x2212;0.58</td>
<td align="right">&#x2212;0.54</td>
<td align="right">0.10</td>
<td align="right">&#x2212;0.87</td>
<td align="right">&#x2212;0.09</td>
<td align="right">&#x2212;0.30</td>
<td align="right">0.38</td>
<td align="right">0.83</td>
</tr>
<tr>
<td align="center">5</td>
<td align="right">&#x2212;0.41</td>
<td align="right">&#x2212;0.41</td>
<td align="right">0.19</td>
<td align="right">&#x2212;0.37</td>
<td align="right">&#x2212;0.24</td>
<td align="right">&#x2212;0.30</td>
<td align="right">0.38</td>
<td align="right">&#x2212;0.43</td>
</tr>
<tr>
<td align="center">6</td>
<td align="right">&#x2212;0.29</td>
<td align="right">&#x2212;0.27</td>
<td align="right">&#x2212;0.41</td>
<td align="right">0.25</td>
<td align="right">&#x2212;0.30</td>
<td align="right">0.19</td>
<td align="right">0.38</td>
<td align="right">0.00</td>
</tr>
<tr>
<td align="center">7</td>
<td align="right">&#x2212;0.05</td>
<td align="right">0.21</td>
<td align="right">&#x2212;0.99</td>
<td align="right">0.03</td>
<td align="right">0.21</td>
<td align="right">1.00</td>
<td align="right">&#x2212;0.88</td>
<td align="right">&#x2212;0.30</td>
</tr>
<tr>
<td align="center">8</td>
<td align="right">0.08</td>
<td align="right">0.37</td>
<td align="right">&#x2212;0.75</td>
<td align="right">&#x2212;0.04</td>
<td align="right">0.33</td>
<td align="right">&#x2212;0.30</td>
<td align="right">&#x2212;0.88</td>
<td align="right">0.30</td>
</tr>
<tr>
<td align="center">9</td>
<td align="right">0.08</td>
<td align="right">0.41</td>
<td align="right">&#x2212;0.84</td>
<td align="right">0.32</td>
<td align="right">0.06</td>
<td align="right">&#x2212;0.30</td>
<td align="right">&#x2212;0.88</td>
<td align="right">0.30</td>
</tr>
<tr>
<td align="center">10</td>
<td align="right">0.08</td>
<td align="right">0.71</td>
<td align="right">0.37</td>
<td align="right">0.32</td>
<td align="right">&#x2212;0.03</td>
<td align="right">&#x2212;0.30</td>
<td align="right">&#x2212;0.88</td>
<td align="right">0.30</td>
</tr>
<tr>
<td align="center">11</td>
<td align="right">0.08</td>
<td align="right">0.83</td>
<td align="right">0.37</td>
<td align="right">0.34</td>
<td align="right">0.06</td>
<td align="right">&#x2212;0.30</td>
<td align="right">&#x2212;0.88</td>
<td align="right">0.13</td>
</tr>
<tr>
<td align="center">12</td>
<td align="right">&#x2212;0.01</td>
<td align="right">1.00</td>
<td align="right">0.37</td>
<td align="right">0.07</td>
<td align="right">0.00</td>
<td align="right">0.19</td>
<td align="right">0.38</td>
<td align="right">&#x2212;0.61</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s4-4">
<title>4.4 Determination of the index weights</title>
<list list-type="simple">
<list-item>
<p>1) Determining the weight coefficients <inline-formula id="inf109">
<mml:math id="m128">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>based on the entropy method</p>
</list-item>
</list>
<p>From <xref ref-type="table" rid="T2">Table 2</xref>, the corresponding set of weight coefficients is obtained as<disp-formula id="equ2">
<mml:math id="m129">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mn>0.6122</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0042</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0379</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0008</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0447</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.2149</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0445</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0409</mml:mn>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
</p>
<list list-type="simple">
<list-item>
<p>2) Calculating the weight coefficients <inline-formula id="inf110">
<mml:math id="m130">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>based on the critic method</p>
</list-item>
</list>
<p>From Eqs <xref ref-type="disp-formula" rid="e9">9</xref>&#x2013;<xref ref-type="disp-formula" rid="e11">11</xref> and the information in <xref ref-type="table" rid="T1">Table 1</xref>, the correlation coefficients are calculated as<disp-formula id="equ3">
<mml:math id="m131">
<mml:mrow>
<mml:mi>r</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mn>0.0797</mml:mn>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0768</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.282</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.7898</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.8075</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.4875</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1675</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.2811</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0.0768</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.2661</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.3117</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0724</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1288</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.7461</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0121</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0.282</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.2661</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0351</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0098</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.036</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.6242</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0797</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0.7898</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.3117</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0351</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.7068</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.5018</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1596</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.2879</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0.8075</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0724</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0098</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.7068</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.6207</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.04</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.5645</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0.4875</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1288</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.036</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.5018</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.6207</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.2129</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.025</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0.1675</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.7461</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.6242</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1596</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.04</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.2129</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1814</mml:mn>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mn>0.2811</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0121</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0797</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.2879</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.5645</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.025</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1814</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
</p>
<p>Using Eq. <xref ref-type="disp-formula" rid="e12">12</xref>, the standard deviations of the individual columns are obtained as<disp-formula id="equ4">
<mml:math id="m132">
<mml:mrow>
<mml:mi>C</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mn>4.1079</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>5.386</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>5.6672</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>4.2073</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>4.1783</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>4.9874</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>4.8683</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>5.5684</mml:mn>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
</p>
<p>Similarly, using Eq. <xref ref-type="disp-formula" rid="e13">13</xref> the set of weights of the evaluation indexes is obtained as<disp-formula id="equ5">
<mml:math id="m133">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mn>0.095</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1504</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1504</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1136</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0901</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.121</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.159</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1204</mml:mn>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
</p>
<p>3) Determining the combined weights</p>
<p>From Eqs. <xref ref-type="disp-formula" rid="e14">14</xref>&#x2013;<xref ref-type="disp-formula" rid="e18">18</xref>, the combined set of weights <inline-formula id="inf111">
<mml:math id="m134">
<mml:mrow>
<mml:mi>&#x3c9;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is obtained as<disp-formula id="equ6">
<mml:math id="m135">
<mml:mrow>
<mml:mi>&#x3c9;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mn>0.5131</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0322</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0595</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0224</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0534</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.1969</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0664</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.0561</mml:mn>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</disp-formula>
</p>
<p>The individual and combined weights are graphically depicted in <xref ref-type="fig" rid="F4">Figure 4</xref>.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Graphical depiction of the individual and combined weight coefficients.</p>
</caption>
<graphic xlink:href="feart-12-1399095-g004.tif"/>
</fig>
</sec>
<sec id="s4-5">
<title>4.5 Determination of the target center distances</title>
<p>The positive and negative target centers are respectively obtained as <inline-formula id="inf112">
<mml:math id="m136">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2b;</mml:mo>
</mml:mrow>
</mml:msup>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.78</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.46</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.51</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>1</mml:mn>
</mml:mtd>
<mml:mtd>
<mml:mn>0.83</mml:mn>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf113">
<mml:math id="m137">
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:msup>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="|">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>0.59</mml:mn>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>0.9</mml:mn>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>0.99</mml:mn>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>0.78</mml:mn>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>0.88</mml:mn>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>. According to Eq. <xref ref-type="disp-formula" rid="e4">4</xref>, the interval between the positive and negative target centers is <inline-formula id="inf114">
<mml:math id="m138">
<mml:mrow>
<mml:msub>
<mml:mi>d</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1.678</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>. Then, from Eqs <xref ref-type="disp-formula" rid="e5">5</xref>, <xref ref-type="disp-formula" rid="e6">6</xref>, the positive target center distances <inline-formula id="inf115">
<mml:math id="m139">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mo>&#x2b;</mml:mo>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> and negative target center distances <inline-formula id="inf116">
<mml:math id="m140">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mo>&#x2212;</mml:mo>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> of the different samples are calculated, as shown in <xref ref-type="table" rid="T3">Table 3</xref>.</p>
<table-wrap id="T3" position="float">
<label>TABLE 3</label>
<caption>
<p>Positive and negative target center distances for the different rock samples.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Sample number</th>
<th align="center">Positive target center distance <inline-formula id="inf117">
<mml:math id="m141">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mo>&#x2b;</mml:mo>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">Negative target center distance <inline-formula id="inf118">
<mml:math id="m142">
<mml:mrow>
<mml:msup>
<mml:mi>d</mml:mi>
<mml:mo>&#x2212;</mml:mo>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">1</td>
<td align="center">0.5168</td>
<td align="center">1.4543</td>
</tr>
<tr>
<td align="center">2</td>
<td align="center">0.4591</td>
<td align="center">1.421</td>
</tr>
<tr>
<td align="center">3</td>
<td align="center">1.5518</td>
<td align="center">0.4414</td>
</tr>
<tr>
<td align="center">4</td>
<td align="center">1.3423</td>
<td align="center">0.6769</td>
</tr>
<tr>
<td align="center">5</td>
<td align="center">1.264</td>
<td align="center">0.5621</td>
</tr>
<tr>
<td align="center">6</td>
<td align="center">1.1043</td>
<td align="center">0.6978</td>
</tr>
<tr>
<td align="center">7</td>
<td align="center">1.0428</td>
<td align="center">0.9709</td>
</tr>
<tr>
<td align="center">8</td>
<td align="center">1.0848</td>
<td align="center">0.7355</td>
</tr>
<tr>
<td align="center">9</td>
<td align="center">1.0937</td>
<td align="center">0.7253</td>
</tr>
<tr>
<td align="center">10</td>
<td align="center">1.0228</td>
<td align="center">0.8083</td>
</tr>
<tr>
<td align="center">11</td>
<td align="center">1.0253</td>
<td align="center">0.8087</td>
</tr>
<tr>
<td align="center">12</td>
<td align="center">0.9065</td>
<td align="center">0.8816</td>
</tr>
</tbody>
</table>
<table-wrap-foot>
<fn>
<p>Based on Eq. <xref ref-type="disp-formula" rid="e7">(7)</xref>, the magnitudes of the synthesized target center distances are shown in <xref ref-type="table" rid="T4">Table 4</xref>.</p>
</fn>
</table-wrap-foot>
</table-wrap>
<table-wrap id="T4" position="float">
<label>TABLE 4</label>
<caption>
<p>Synthesized target center distances for the rock samples.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Sample</th>
<th align="center">Synthetic target center distance <inline-formula id="inf119">
<mml:math id="m143">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">Sample</th>
<th align="center">Synthetic target center distance <inline-formula id="inf120">
<mml:math id="m144">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">Sample</th>
<th align="center">Synthetic target center distance <inline-formula id="inf121">
<mml:math id="m145">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">1</td>
<td align="center">0.2884</td>
<td align="center">5</td>
<td align="center">1.2209</td>
<td align="center">9</td>
<td align="center">1.0386</td>
</tr>
<tr>
<td align="center">2</td>
<td align="center">0.3002</td>
<td align="center">6</td>
<td align="center">1.0573</td>
<td align="center">10</td>
<td align="center">0.9561</td>
</tr>
<tr>
<td align="center">3</td>
<td align="center">1.4985</td>
<td align="center">7</td>
<td align="center">0.8822</td>
<td align="center">11</td>
<td align="center">0.9574</td>
</tr>
<tr>
<td align="center">4</td>
<td align="center">1.2394</td>
<td align="center">8</td>
<td align="center">1.0285</td>
<td align="center">12</td>
<td align="center">0.8523</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s4-6">
<title>4.6 Determination of the quality grade of the surrounding rocks</title>
<p>The comprehensive target distance of each sample was arranged according to the quality grade, and the critical value of the target distance for each quality grade was obtained, as shown in <xref ref-type="table" rid="T5">Table 5</xref>. Using Eq. <xref ref-type="disp-formula" rid="e8">8</xref>, the target distance for each quality grade can be derived, as plotted in <xref ref-type="fig" rid="F5">Figure 5</xref>.</p>
<table-wrap id="T5" position="float">
<label>TABLE 5</label>
<caption>
<p>Critical values of the synthesized target center distances.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th rowspan="2" align="center">Grade ranking</th>
<th colspan="3" align="center">Critical values</th>
</tr>
<tr>
<th align="center">
<inline-formula id="inf122">
<mml:math id="m146">
<mml:mrow>
<mml:msub>
<mml:mi>g</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf123">
<mml:math id="m147">
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf124">
<mml:math id="m148">
<mml:mrow>
<mml:msub>
<mml:mi>h</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">B<sub>1</sub>
</td>
<td align="center">0.3002</td>
<td align="center">0.2884</td>
<td align="center">0.5763</td>
</tr>
<tr>
<td align="center">B<sub>2</sub>
</td>
<td align="center">0.9574</td>
<td align="center">0.8523</td>
<td align="center">0.9198</td>
</tr>
<tr>
<td align="center">B<sub>3</sub>
</td>
<td align="center">1.0386</td>
<td align="center">0.8822</td>
<td align="center">1.0479</td>
</tr>
<tr>
<td align="center">B<sub>4</sub>
</td>
<td align="center">1.2209</td>
<td align="center">1.0523</td>
<td align="center">1.2302</td>
</tr>
<tr>
<td align="center">B<sub>5</sub>
</td>
<td align="center">1.4983</td>
<td align="center">1.2394</td>
<td align="left"/>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Grade target distances for surrounding rock quality.</p>
</caption>
<graphic xlink:href="feart-12-1399095-g005.tif"/>
</fig>
</sec>
<sec id="s4-7">
<title>4.7 Quality grade prediction of the surrounding rocks</title>
<p>To test the rationality and accuracy of the gray target evaluation model established in this study, a mine shaft project was selected as the example; the monitoring data for 13-17&#x23; samples are shown in <xref ref-type="table" rid="T6">Table 6</xref>. Different parameters are obtained and substituted into the game gray target evaluation model, and the corresponding comprehensive target distances <inline-formula id="inf125">
<mml:math id="m149">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> are obtained. For the different <inline-formula id="inf126">
<mml:math id="m150">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> ranges shown in <xref ref-type="fig" rid="F5">Figure 5</xref>, the quality grades of the surrounding rocks are evaluated, whose results are shown in <xref ref-type="table" rid="T7">Table 7</xref>. The results obtained from the suggested model were compared with those from two other methods, as shown in <xref ref-type="fig" rid="F6">Figure 6</xref>.</p>
<table-wrap id="T6" position="float">
<label>TABLE 6</label>
<caption>
<p>Monitoring data for the evaluation indexes.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Serial number</th>
<th align="center">
<inline-formula id="inf127">
<mml:math id="m151">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mi mathvariant="normal">c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf128">
<mml:math id="m152">
<mml:mrow>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf129">
<mml:math id="m153">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>v</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf130">
<mml:math id="m154">
<mml:mrow>
<mml:mi>&#x3b3;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf131">
<mml:math id="m155">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mi>Q</mml:mi>
<mml:mi>D</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf132">
<mml:math id="m156">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf133">
<mml:math id="m157">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf134">
<mml:math id="m158">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>R</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">13</td>
<td align="center">72.74</td>
<td align="center">889.12</td>
<td align="center">0.887</td>
<td align="center">25.56</td>
<td align="center">81</td>
<td align="center">7</td>
<td align="center">0.4</td>
<td align="center">0.55</td>
</tr>
<tr>
<td align="center">14</td>
<td align="center">62.41</td>
<td align="center">900</td>
<td align="center">0.818</td>
<td align="center">25.57</td>
<td align="center">100</td>
<td align="center">10</td>
<td align="center">0.45</td>
<td align="center">0.63</td>
</tr>
<tr>
<td align="center">15</td>
<td align="center">60.67</td>
<td align="center">914</td>
<td align="center">0.953</td>
<td align="center">25.45</td>
<td align="center">85</td>
<td align="center">10</td>
<td align="center">0.45</td>
<td align="center">0.63</td>
</tr>
<tr>
<td align="center">16</td>
<td align="center">62.41</td>
<td align="center">932</td>
<td align="center">0.818</td>
<td align="center">25.45</td>
<td align="center">78</td>
<td align="center">7</td>
<td align="center">0.4</td>
<td align="center">0.6</td>
</tr>
<tr>
<td align="center">17</td>
<td align="center">90.14</td>
<td align="center">942</td>
<td align="center">0.738</td>
<td align="center">25.5</td>
<td align="center">88</td>
<td align="center">7</td>
<td align="center">0.4</td>
<td align="center">0.61</td>
</tr>
</tbody>
</table>
</table-wrap>
<table-wrap id="T7" position="float">
<label>TABLE 7</label>
<caption>
<p>Synthesized target distances of the predicted grades.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Sample number</th>
<th align="center">13</th>
<th align="center">14</th>
<th align="center">15</th>
<th align="center">16</th>
<th align="center">17</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">
<inline-formula id="inf135">
<mml:math id="m159">
<mml:mrow>
<mml:msubsup>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1.1447</td>
<td align="center">0.7833</td>
<td align="center">0.8241</td>
<td align="center">1.3694</td>
<td align="center">0.7019</td>
</tr>
<tr>
<td align="center">grade</td>
<td align="center">IV</td>
<td align="center">II</td>
<td align="center">II</td>
<td align="center">V</td>
<td align="center">II</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>Comparison of results from three methods.</p>
</caption>
<graphic xlink:href="feart-12-1399095-g006.tif"/>
</fig>
<p>The game gray target model was used to evaluate the quality levels of the surrounding rocks, and the assessment results are depicted in <xref ref-type="table" rid="T7">Table 7</xref>; it is seen from this table that the quality grades of the surrounding rocks for the 13&#x2013;17&#x23; samples differ greatly. The quality levels for the 13&#x23; sample is IV, 16&#x23; sample is V, and the remaining samples are II; this means that the 13&#x23; sample is of inferior quality, 16&#x23; sample is of bad quality, and the rest are of good quality, for a combined quality rate of 60%. For the 13&#x23; and 16&#x23; samples, corresponding consolidation measures should be implemented; for example, shotcrete and anchor supports should be adopted to enhance the stabilities of the surrounding rocks, and no measures need to be adopted for the other samples.</p>
<p>The comparative results of the assessment models in <xref ref-type="fig" rid="F6">Figure 6</xref> indicate that the proposed method is consistent with the actual investigations for the five different samples and that its accuracy is 100%, which is greater than the accuracy of the RBF (Radial Basis Function) method (80%) (<xref ref-type="bibr" rid="B27">Zhou et al., 2012</xref>). Therefore, estimating the quality levels of surrounding rocks is feasible using the proposed game gray target model. The proposed approach also provides additional details for assessing the quality levels of the surrounding rocks. For example, the quality of the 15&#x23; sample is more likely to be level II as its synthetic target distance (0.8241) is greater than that for the 17&#x23; sample (0.7019) that could likely be closer to level III. Thus, the results of the proposed model can accurately demonstrate the quality grades of the surrounding rocks and further determine the risk grade rankings for different samples at the same levels.</p>
</sec>
</sec>
<sec sec-type="results|discussion" id="s5">
<title>5 Results and discussion</title>
<p>Considering the uniaxial saturated compressive strength of the rock block <inline-formula id="inf136">
<mml:math id="m160">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mi mathvariant="normal">c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, rock quality index <inline-formula id="inf137">
<mml:math id="m161">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mi>Q</mml:mi>
<mml:mi>D</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, rock softening coefficient <inline-formula id="inf138">
<mml:math id="m162">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>R</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, integrity coefficient of the rock mass <inline-formula id="inf139">
<mml:math id="m163">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>v</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, depth <inline-formula id="inf140">
<mml:math id="m164">
<mml:mrow>
<mml:mi>H</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, unit weight of the rock mass <inline-formula id="inf141">
<mml:math id="m165">
<mml:mrow>
<mml:mi>&#x3b3;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, coefficient of quantification of the angle between the principal structural plane and shaft axis <inline-formula id="inf142">
<mml:math id="m166">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, and weight of the groundwater <inline-formula id="inf143">
<mml:math id="m167">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> as the evaluation indexed, the game gray target model is introduced in this work to evaluate the quality grades of surrounding rocks in a tunnel. Then, the quality levels of the surrounding rocks was assessed for five samples in accordance with the suggested model, and their final quality grades were determined.<list list-type="simple">
<list-item>
<p>(1) The proposed method was used to assess the quality levels of surrounding rocks in a new mine shaft, and the results obtained were consistent with those of actual investigations for five different samples. The accuracy with the proposed method reached 100%, which is more significant than the results of the backpropagation neural network method (80%). Therefore, it is highly feasible to estimate the quality levels of surrounding rocks using the game gray target model.</p>
</list-item>
<list-item>
<p>(2) The quality grades of the surrounding rocks for the 13&#x2013;17&#x23; samples differ greatly; the quality levels for the 13&#x23; sample is IV, 16&#x23; sample is V, and the remaining samples are II, for a combined quality rate of 60%. For the 13&#x23; and 16&#x23; samples, corresponding consolidation measures are suggested to be implemented; for example, shotcrete and anchor supports should be adopted to enhance the stability of the surrounding rocks.</p>
</list-item>
<list-item>
<p>(3) The game gray target grade evaluation model can be used to mine small data sample to the maximum extent possible, thereby minimizing the information shortage caused by the small sample to a certain extent. The final quality grades of surrounding rocks can also be evaluated quantitatively using this model.</p>
</list-item>
<list-item>
<p>(4) The proposed method can accurately assess the water quality grade with higher reliability and efficiency. However, the calculation process is complex, so the randomness of the evaluation indexes are not considered. Hence, the proposed method can be further improved in the future. In the future work, a three-dimensional gray target model will be developed and applied to assess the water quality levels.</p>
</list-item>
</list>
</p>
<p>The results from the proposed model have been shown to accurately predict the quality levels of surrounding rocks and further help determine the quality level rankings for different samples at the same level. Thus, the suggested method is expected to provide a new avenue for quality level assessments of surrounding rocks in the future.</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s6">
<title>Data availability statement</title>
<p>The original contributions presented in the study are included in the article/supplementary material, and any further inquiries may be directed to the corresponding author.</p>
</sec>
<sec id="s7">
<title>Author contributions</title>
<p>L-PG: Conceptualization, Formal analysis, Resources, Supervision, Writing&#x2013;review and editing. X-BG: Funding acquisition, Investigation, Methodology, Writing&#x2013;original draft.</p>
</sec>
<sec sec-type="funding-information" id="s8">
<title>Funding</title>
<p>The author(s) declare that financial support was received for the research, authorship, and/or publication of this article. This work was supported by the Opening Project of Sichuan Province University Key Laboratory of Bridge Non-destruction Detecting and Engineering Computing (nos. 2022QYJ02, 2022QYY02, and 2022QYJ02) and Key Scientific Research Projects of Colleges and Universities in Henan Province (no. 23B560019).</p>
</sec>
<sec sec-type="COI-statement" id="s9">
<title>Conflict of interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec sec-type="disclaimer" id="s10">
<title>Publisher&#x2019;s note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations or those of the publisher, editors, and reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
<ref-list>
<title>References</title>
<ref id="B1">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Geng</surname>
<given-names>X. J.</given-names>
</name>
<name>
<surname>Du</surname>
<given-names>X. W.</given-names>
</name>
<name>
<surname>Yan</surname>
<given-names>Q.</given-names>
</name>
</person-group> (<year>2014</year>). <article-title>Research on influence of span on surrounding rock quality of tunnels</article-title>. <source>Adv. Mater. Res.</source> <volume>919/920/921</volume>, <fpage>869</fpage>&#x2013;<lpage>872</lpage>. <pub-id pub-id-type="doi">10.4028/www.scientific.net/amr.919-921.869</pub-id>
</citation>
</ref>
<ref id="B2">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Gu</surname>
<given-names>X. B.</given-names>
</name>
<name>
<surname>Ma</surname>
<given-names>Y.</given-names>
</name>
<name>
<surname>Wu</surname>
<given-names>Q. H.</given-names>
</name>
<name>
<surname>Ji</surname>
<given-names>X. J.</given-names>
</name>
<name>
<surname>Bai</surname>
<given-names>H.</given-names>
</name>
</person-group> (<year>2021a</year>). <article-title>The risk assessment of landslide hazards in Shiwangmiao based on intuitionistic fuzzy sets-Topsis model</article-title>. <source>Nat. Hazards</source> <volume>111</volume>, <fpage>283</fpage>&#x2013;<lpage>303</lpage>. <pub-id pub-id-type="doi">10.1007/s11069-021-05053-5</pub-id>
</citation>
</ref>
<ref id="B3">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Gu</surname>
<given-names>X. B.</given-names>
</name>
<name>
<surname>Shao</surname>
<given-names>J. L.</given-names>
</name>
<name>
<surname>Wu</surname>
<given-names>S. T.</given-names>
</name>
<name>
<surname>Wu</surname>
<given-names>Q. H.</given-names>
</name>
<name>
<surname>Bai</surname>
<given-names>H.</given-names>
</name>
</person-group> (<year>2021b</year>). <article-title>The risk assessment of debris flow hazards in zhouqu based on the projection pursuit classification model</article-title>. <source>Geotechnical Geol. Eng.</source> <volume>8</volume> (<issue>2</issue>), <fpage>4</fpage>&#x2013;<lpage>17</lpage>.</citation>
</ref>
<ref id="B4">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Gu</surname>
<given-names>X. B.</given-names>
</name>
<name>
<surname>Wu</surname>
<given-names>Q. H.</given-names>
</name>
</person-group> (<year>2019</year>). <article-title>Seismic stability analysis of waterfront rock slopes using the modified pseudodynamic method</article-title>. <source>Geotech. Geol. Eng.</source> <volume>37</volume> (<issue>3</issue>), <fpage>1743</fpage>&#x2013;<lpage>1753</lpage>. <pub-id pub-id-type="doi">10.1007/s10706-018-0718-1</pub-id>
</citation>
</ref>
<ref id="B5">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Gu</surname>
<given-names>X. B.</given-names>
</name>
<name>
<surname>Wu</surname>
<given-names>Q. H.</given-names>
</name>
<name>
<surname>Zhu</surname>
<given-names>Y. H.</given-names>
</name>
</person-group> (<year>2019</year>). <article-title>The experimental investigation on the propagation process of crack for brittle rock similar material</article-title>. <source>Geotechnical Geol. Eng.</source> <volume>37</volume> (<issue>6</issue>), <fpage>4731</fpage>&#x2013;<lpage>4740</lpage>. <pub-id pub-id-type="doi">10.1007/s10706-019-00934-w</pub-id>
</citation>
</ref>
<ref id="B6">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Gu</surname>
<given-names>X. B.</given-names>
</name>
<name>
<surname>Wu</surname>
<given-names>S. T.</given-names>
</name>
<name>
<surname>Ji</surname>
<given-names>X. J.</given-names>
</name>
<name>
<surname>Zhu</surname>
<given-names>Y. H.</given-names>
</name>
</person-group> (<year>2021c</year>). <article-title>The risk assessment of debris flow hazards in Banshanmen gully based on the entropy weight normal cloud method</article-title>. <source>Adv. Civ. Eng.</source> <volume>2</volume> (<issue>1</issue>), <fpage>1</fpage>&#x2013;<lpage>11</lpage>. <pub-id pub-id-type="doi">10.1155/2021/8841310</pub-id>
</citation>
</ref>
<ref id="B7">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>He</surname>
<given-names>L. P.</given-names>
</name>
<name>
<surname>Luo</surname>
<given-names>S. Y.</given-names>
</name>
<name>
<surname>Hu</surname>
<given-names>Q. J.</given-names>
</name>
<name>
<surname>Cai</surname>
<given-names>Q. J.</given-names>
</name>
<name>
<surname>Li</surname>
<given-names>Y. H.</given-names>
</name>
</person-group> (<year>2021</year>). <article-title>Stability evaluation of tunnel surrounding rock based on ideal point-extension cloud model</article-title>. <source>Chin. J. Geol. Hazard Control.</source> <volume>32</volume> (<issue>2</issue>), <fpage>126</fpage>&#x2013;<lpage>134</lpage>. <pub-id pub-id-type="doi">10.16031/j.cnki.issn.1003-8035.2021.02.17</pub-id>
</citation>
</ref>
<ref id="B8">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Jiang</surname>
<given-names>P. F.</given-names>
</name>
<name>
<surname>Wang</surname>
<given-names>X. R.</given-names>
</name>
</person-group> (<year>2021</year>). <article-title>Evaluation of surrounding rocks quality based on composite weight grey relationship analysis</article-title>. <source>People Pearl River</source> <volume>42</volume> (<issue>6</issue>), <fpage>112</fpage>&#x2013;<lpage>116</lpage>.</citation>
</ref>
<ref id="B9">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Li</surname>
<given-names>J. L.</given-names>
</name>
<name>
<surname>Li</surname>
<given-names>J. C.</given-names>
</name>
<name>
<surname>Sui</surname>
<given-names>B.</given-names>
</name>
</person-group> (<year>2014</year>). <article-title>Application of the multi&#x2010; variate compositive fuzzy judgement in assessment of surrounding rock mass stability</article-title>. <source>Build. Sci.</source> <volume>30</volume> (<issue>9</issue>), <fpage>98</fpage>&#x2013;<lpage>102</lpage>.</citation>
</ref>
<ref id="B10">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Li</surname>
<given-names>S. C.</given-names>
</name>
<name>
<surname>Wu</surname>
<given-names>J.</given-names>
</name>
</person-group> (<year>2017</year>). <article-title>A multi-factor comprehensive risk assessment method of karst tunnels and its engineering application</article-title>. <source>Bull. Eng. Geol. Environ.</source> <volume>78</volume> (<issue>6</issue>), <fpage>1761</fpage>&#x2013;<lpage>1776</lpage>. <pub-id pub-id-type="doi">10.1007/s10064-017-1214-1</pub-id>
</citation>
</ref>
<ref id="B11">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Liu</surname>
<given-names>H. X.</given-names>
</name>
<name>
<surname>Li</surname>
<given-names>W. S.</given-names>
</name>
<name>
<surname>Zha</surname>
<given-names>H. Y.</given-names>
</name>
</person-group> (<year>2018</year>). <article-title>Method for surrounding rock mass classification of highway tunnels based on deep learning technology</article-title>. <source>Chin. J. Geotechnical Eng.</source> <volume>40</volume> (<issue>10</issue>), <fpage>1809</fpage>&#x2013;<lpage>1817</lpage>.</citation>
</ref>
<ref id="B12">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Shao</surname>
<given-names>J. L.</given-names>
</name>
<name>
<surname>Gao</surname>
<given-names>L.</given-names>
</name>
<name>
<surname>Wu</surname>
<given-names>Q. H.</given-names>
</name>
<name>
<surname>Gu</surname>
<given-names>X. B.</given-names>
</name>
</person-group> (<year>2022</year>). <article-title>The application of variable fuzzy sets theory on the quality assessment of surrounding rocks</article-title>. <source>Adv. Mater. Sci. Eng.</source> <volume>2022</volume>, <fpage>1</fpage>&#x2013;<lpage>10</lpage>. <pub-id pub-id-type="doi">10.1155/2022/5441829</pub-id>
</citation>
</ref>
<ref id="B13">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Tan</surname>
<given-names>Z.</given-names>
</name>
<name>
<surname>Jian-hua</surname>
<given-names>H.</given-names>
</name>
<name>
<surname>Ye</surname>
<given-names>K.</given-names>
</name>
</person-group> (<year>2019</year>). <article-title>Rock mass quality evaluation method and application based on fuzzy RES-multidimensional cloud model</article-title>. <source>Chin. J. Nonferrous Metals</source> <volume>29</volume> (<issue>8</issue>), <fpage>1771</fpage>&#x2013;<lpage>1780</lpage>.</citation>
</ref>
<ref id="B14">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Wang</surname>
<given-names>F. F.</given-names>
</name>
<name>
<surname>Wang</surname>
<given-names>E. M.</given-names>
</name>
<name>
<surname>Xu</surname>
<given-names>T. Q.</given-names>
</name>
</person-group> (<year>2019a</year>). <article-title>Evaluation of metro tunnel based on combined weighting-unascer-tained measurement theory</article-title>. <source>Railw. Stand. Des.</source> <volume>63</volume> (<issue>6</issue>), <fpage>129</fpage>&#x2013;<lpage>134</lpage>.</citation>
</ref>
<ref id="B15">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Wang</surname>
<given-names>J. C.</given-names>
</name>
<name>
<surname>Zhao</surname>
<given-names>F. Q.</given-names>
</name>
<name>
<surname>He</surname>
<given-names>X. S.</given-names>
</name>
</person-group> (<year>2019b</year>). <article-title>Evaluation of surrounding rock resilience of subway tunnel based on Euclidean distance</article-title>. <source>Railw. Stand. Des.</source> <volume>63</volume> (<issue>10</issue>), <fpage>106</fpage>&#x2013;<lpage>111</lpage>.</citation>
</ref>
<ref id="B16">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Wu</surname>
<given-names>L. X.</given-names>
</name>
<name>
<surname>Liu</surname>
<given-names>D. X.</given-names>
</name>
<name>
<surname>Cao</surname>
<given-names>P. A.</given-names>
</name>
</person-group> (<year>2020</year>). <article-title>A new method for evaluating rock mass quality of slopes based on interval continuous mathematical models</article-title>. <source>Bull. Eng. Geol. Environ.</source> <volume>79</volume> (<issue>3</issue>), <fpage>1357</fpage>&#x2013;<lpage>1364</lpage>. <pub-id pub-id-type="doi">10.1007/s10064-019-01661-5</pub-id>
</citation>
</ref>
<ref id="B17">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Xue</surname>
<given-names>L. M.</given-names>
</name>
<name>
<surname>Li</surname>
<given-names>C. M.</given-names>
</name>
<name>
<surname>Zheng</surname>
<given-names>and Z. X.</given-names>
</name>
</person-group> (<year>2020</year>). <article-title>Classification of stability of surrounding rock based on two-dimensional cloud and apriori</article-title>. <source>J. China Railw. Soc.</source> <volume>42</volume> (<issue>6</issue>), <fpage>121</fpage>&#x2013;<lpage>128</lpage>.</citation>
</ref>
<ref id="B18">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Yang</surname>
<given-names>J. H.</given-names>
</name>
</person-group> (<year>2018</year>). <article-title>Stability classification of surrounding rock in shield TBM construction based on fuzzy comprehensive evaluation</article-title>. <source>J. Jilin Univ. Sci. Earth Sci. Ed.</source> <volume>48</volume> (<issue>05</issue>), <fpage>1596</fpage>&#x2013;<lpage>1602</lpage>. <pub-id pub-id-type="doi">10.13278/j.cnki.jjuese.20180159</pub-id>
</citation>
</ref>
<ref id="B19">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Yang</surname>
<given-names>R. G.</given-names>
</name>
<name>
<surname>Meng</surname>
<given-names>L. J.</given-names>
</name>
<name>
<surname>Hu</surname>
<given-names>L. C.</given-names>
</name>
</person-group> (<year>2018</year>). <article-title>Hybrid reliability analysis for the multiple source uncertainty of the dominant girder structure of the bridge frame crane</article-title>. <source>J. Saf. Environ.</source> <volume>18</volume> (<issue>4</issue>), <fpage>1251</fpage>&#x2013;<lpage>1257</lpage>.</citation>
</ref>
<ref id="B20">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhao</surname>
<given-names>B.</given-names>
</name>
<name>
<surname>Shao</surname>
<given-names>Y.-B.</given-names>
</name>
<name>
<surname>Yang</surname>
<given-names>C.</given-names>
</name>
<name>
<surname>Zhao</surname>
<given-names>C.</given-names>
</name>
</person-group> (<year>2024</year>). <article-title>The application of the game theory combination weighting-normal cloud model to the quality evaluation of surrounding rocks</article-title>. <source>Front. Earth Sci.</source> <volume>12</volume>, <fpage>1346536</fpage>. <pub-id pub-id-type="doi">10.3389/feart.2024.1346536</pub-id>
</citation>
</ref>
<ref id="B21">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhengzheng</surname>
<given-names>C.</given-names>
</name>
<name>
<surname>Qiang</surname>
<given-names>S.</given-names>
</name>
<name>
<surname>Zhenhua</surname>
<given-names>L.</given-names>
</name>
<name>
<surname>Feng</surname>
<given-names>D.</given-names>
</name>
</person-group> (<year>2024</year>). <article-title>Abnormal ore pressure mechanism of working face under the influence of overlying concentrated coal pillar</article-title>. <source>Sci. Rep.</source> <volume>14</volume>, <fpage>626</fpage>. <pub-id pub-id-type="doi">10.1038/s41598-024-51148-x</pub-id>
</citation>
</ref>
<ref id="B22">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhong</surname>
<given-names>L. M.</given-names>
</name>
<name>
<surname>Xie</surname>
<given-names>Q. M.</given-names>
</name>
<name>
<surname>Luo</surname>
<given-names>Y.</given-names>
</name>
</person-group> (<year>2019</year>). <article-title>Stability evaluation of tunnel surrounding rock based on game-extension theory</article-title>. <source>J. Saf. Sci. Technol.</source> <volume>15</volume> (<issue>1</issue>), <fpage>56</fpage>&#x2013;<lpage>61</lpage>.</citation>
</ref>
<ref id="B23">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhou</surname>
<given-names>X. P.</given-names>
</name>
<name>
<surname>Cheng</surname>
<given-names>H.</given-names>
</name>
<name>
<surname>Feng</surname>
<given-names>Y. F.</given-names>
</name>
</person-group> (<year>2014</year>). <article-title>An experimental study of crack coalescence behaviour in rock-like materials containing multiple flaws under uniaxial compression</article-title>. <source>ROCK Mech. ROCK Eng.</source> <volume>47</volume> (<issue>6</issue>), <fpage>1961</fpage>&#x2013;<lpage>1986</lpage>. <pub-id pub-id-type="doi">10.1007/s00603-013-0511-7</pub-id>
</citation>
</ref>
<ref id="B24">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhou</surname>
<given-names>X. P.</given-names>
</name>
<name>
<surname>Gu</surname>
<given-names>X. B.</given-names>
</name>
<name>
<surname>Qian</surname>
<given-names>Q. H.</given-names>
</name>
</person-group> (<year>2016</year>). <article-title>Seismic bearing capacity of shallow foundations resting on rock masses subjected to seismic loads</article-title>. <source>KSCE J. Civ. Eng.</source> <volume>20</volume> (<issue>1</issue>), <fpage>216</fpage>&#x2013;<lpage>228</lpage>. <pub-id pub-id-type="doi">10.1007/s12205-015-0283-6</pub-id>
</citation>
</ref>
<ref id="B25">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhou</surname>
<given-names>X. P.</given-names>
</name>
<name>
<surname>Pan</surname>
<given-names>X. K.</given-names>
</name>
<name>
<surname>Cheng</surname>
<given-names>H.</given-names>
</name>
</person-group> (<year>2021</year>). <article-title>The nonlinear creep behaviors of sandstone under the different confining pressures based on NMR Technology</article-title>. <source>Rock Mech. Rock Eng.</source> <volume>54</volume> (<issue>9</issue>), <fpage>4889</fpage>&#x2013;<lpage>4904</lpage>. <pub-id pub-id-type="doi">10.1007/s00603-021-02557-1</pub-id>
</citation>
</ref>
<ref id="B26">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhou</surname>
<given-names>X. P.</given-names>
</name>
<name>
<surname>Zhang</surname>
<given-names>Y. X.</given-names>
</name>
<name>
<surname>Ha</surname>
<given-names>Q. L.</given-names>
</name>
<name>
<surname>Zhu</surname>
<given-names>K. S.</given-names>
</name>
</person-group> (<year>2008</year>). <article-title>Micromechanical modelling of the complete stress-strain relationship for crack weakened rock subjected to compressive loading</article-title>. <source>ROCK Mech. ROCK Eng.</source> <volume>41</volume> (<issue>5</issue>), <fpage>747</fpage>&#x2013;<lpage>769</lpage>. <pub-id pub-id-type="doi">10.1007/s00603-007-0130-2</pub-id>
</citation>
</ref>
<ref id="B27">
<citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhou</surname>
<given-names>Y. Y.</given-names>
</name>
<name>
<surname>Qi</surname>
<given-names>J. R.</given-names>
</name>
<name>
<surname>Zhou</surname>
<given-names>J. c.</given-names>
</name>
<name>
<surname>Zhang</surname>
<given-names>L.</given-names>
</name>
</person-group> (<year>2012</year>). <article-title>Surrounding rocks evaluation by discrete hopfield neural network</article-title>. <source>J. CHONGQING Jiaot. Univ. Nat. Sci.</source> <volume>31</volume> (<issue>5</issue>), <fpage>970</fpage>&#x2013;<lpage>973</lpage>.</citation>
</ref>
</ref-list>
</back>
</article>