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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Energy Res.</journal-id>
<journal-title>Frontiers in Energy Research</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Energy Res.</abbrev-journal-title>
<issn pub-type="epub">2296-598X</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">1071320</article-id>
<article-id pub-id-type="doi">10.3389/fenrg.2022.1071320</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Energy Research</subject>
<subj-group>
<subject>Opinion</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Research advance of numerical simulation methods for sand production prediction of unconsolidated sandstone</article-title>
<alt-title alt-title-type="left-running-head">Sun et al.</alt-title>
<alt-title alt-title-type="right-running-head">
<ext-link ext-link-type="uri" xlink:href="https://doi.org/10.3389/fenrg.2022.1071320">10.3389/fenrg.2022.1071320</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Sun</surname>
<given-names>Haiheng</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/1998161/overview"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Ji</surname>
<given-names>Guofa</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<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/1648567/overview"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Liu</surname>
<given-names>Zhiqi</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/2091403/overview"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Huang</surname>
<given-names>Dewen</given-names>
</name>
<xref ref-type="aff" rid="aff3">
<sup>3</sup>
</xref>
<xref ref-type="aff" rid="aff4">
<sup>4</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/2091465/overview"/>
</contrib>
</contrib-group>
<aff id="aff1">
<sup>1</sup>
<institution>Cooperative Innovation Center of Unconventional Oil and Gas (Ministry of Education and Hubei Province)</institution>, <institution>Yangtze University</institution>, <addr-line>Wuhan</addr-line>, <country>China</country>
</aff>
<aff id="aff2">
<sup>2</sup>
<institution>Key Laboratory of Drilling and Production Engineering for Oil and Gas</institution>, <addr-line>Wuhan</addr-line>, <addr-line>Hubei</addr-line>, <country>China</country>
</aff>
<aff id="aff3">
<sup>3</sup>
<institution>School of Urban Construction</institution>, <institution>Yangtze University</institution>, <addr-line>Jingzhou</addr-line>, <country>China</country>
</aff>
<aff id="aff4">
<sup>4</sup>
<institution>College of Civil and Transportation Engineering</institution>, <institution>Hohai University</institution>, <addr-line>Nanjing</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/1389365/overview">Qi Zhang</ext-link>, China University of Geosciences Wuhan, 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/2064840/overview">Zhegwen Zhu</ext-link>, Wuhan University, China</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2065277/overview">Jian Xiong</ext-link>, Southwest Petroleum University, China</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1610224/overview">Yanjun Lu</ext-link>, Yanshan University, China</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Guofa Ji, <email>jiguofa@163.com</email>
</corresp>
<fn fn-type="other">
<p>This article was submitted to Advanced Clean Fuel Technologies, a section of the journal Frontiers in Energy Research</p>
</fn>
</author-notes>
<pub-date pub-type="epub">
<day>17</day>
<month>01</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="collection">
<year>2022</year>
</pub-date>
<volume>10</volume>
<elocation-id>1071320</elocation-id>
<history>
<date date-type="received">
<day>17</day>
<month>10</month>
<year>2022</year>
</date>
<date date-type="accepted">
<day>07</day>
<month>11</month>
<year>2022</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2023 Sun, Ji, Liu and Huang.</copyright-statement>
<copyright-year>2023</copyright-year>
<copyright-holder>Sun, Ji, Liu and Huang</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>
<kwd-group>
<kwd>unconsolidated sandstone</kwd>
<kwd>sand production prediction</kwd>
<kwd>finite element method</kwd>
<kwd>finite difference method</kwd>
<kwd>discrete element method</kwd>
<kwd>discrete element-finite element hybrid method</kwd>
</kwd-group>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>With the rapid development of global economy, the demand for oil and gas resources keeps rising, unconsolidated sandstone reservoirs occupy a very important position in China&#x2019;s oil and gas resources (<xref ref-type="bibr" rid="B46">Wang et al., 2010</xref>) (<xref ref-type="bibr" rid="B54">Zhang, 2021</xref>) (<xref ref-type="bibr" rid="B50">Yan et al., 2021</xref>). In the process of drilling and producing oil in unconsolidated sandstone reservoir, the stress and pore pressure around the oil production cavity will be redistributed, which will cause serious problems such as sand production in the production stage (<xref ref-type="bibr" rid="B47">Wang et al., 2022</xref>). Sand production not only damages borehole integrity, but also leads to reduced oil and gas production, equipment corrosion and impact on production safety during production (<xref ref-type="bibr" rid="B1">Ahad et al., 2020</xref>) (<xref ref-type="bibr" rid="B42">Song et al., 2021</xref>). Due to the existence of the above negative effects, the exploitation cost of unconsolidated sandstone reservoir is further improved, so it is particularly important to conduct reliable sand production prediction research (<xref ref-type="bibr" rid="B37">Shabdirova et al., 2019</xref>) (<xref ref-type="bibr" rid="B57">Zivar et al., 2019</xref>).</p>
<p>At present, the research on sand production prediction of unconsolidated sandstone mainly focuses on two aspects, namely laboratory experimental research and numerical simulation research. Laboratory experimental studies mostly use a single large cylindrical artificial sandstone specimen for diagenesis and combine electrorheological probes (ER Probes) or high-pressure consolidation system (HPCS) to simulate the sand behavior, from the overall or macro perspective to simulate the sand law, but it is difficult to reveal the microscopic nature and mechanism of particle migration and sand production process (<xref ref-type="bibr" rid="B53">Zhang et al., 2015</xref>; <xref ref-type="bibr" rid="B20">Kozhagulova et al., 2020a</xref>; <xref ref-type="bibr" rid="B19">Kozhagulova et al., 2020b</xref>). Meanwhile, sand production in oil wells is closely related to mechanical behavior and rock properties of sandstone reservoir (<xref ref-type="bibr" rid="B9">Fattahpour et al., 2012</xref>). Because of the complex mineral composition and low cementation strength of unconsolidated sandstone reservoir, it is more difficult to predict sand production by laboratory experiments.</p>
<p>To better simulate and predict sand production, many scholars have shifted their research focus to numerical simulation methods (<xref ref-type="bibr" rid="B5">Cao et al., 2021</xref>; <xref ref-type="bibr" rid="B22">Liu et al., 2022</xref>). Therefore, this article discussed the current research status of numerical simulation methods for prediction of sand production in unconsolidated sandstone, analyzes the shortcomings of various methods, and puts forward suggestions for further research, so as to provide reference and theoretical support for sand production prediction and sand control design in the development of unconsolidated sandstone reservoirs.</p>
</sec>
<sec id="s2">
<title>2 Numerical simulation methods for sand production prediction</title>
<p>The accurate prediction of unconsolidated sandstone sand production in the production process plays a significant role in the level of oil and gas production. There are four kinds of numerical simulation methods, namely finite element method, finite difference method, discrete element method and discrete element-finite element hybrid method.</p>
<sec id="s2-1">
<title>2.1 Finite element method</title>
<p>The finite element method mainly includes critical drawdown pressure difference evaluation, equivalent plastic strain analysis, thick wall cylinder calculation and prediction of sand production (<xref ref-type="bibr" rid="B29">Papamichos et al., 2010</xref>; <xref ref-type="bibr" rid="B23">Liu and Liu, 2018</xref>) (<xref ref-type="bibr" rid="B10">Garolera et al., 2020</xref>; <xref ref-type="bibr" rid="B21">Li et al., 2018</xref>).</p>
<sec id="s2-1-1">
<title>2.1.1 Critical drawdown pressure difference evaluation</title>
<p>This method uses the true triaxial stress chamber (TTSC) to simulate the single-hole sanding behavior under true triaxial stress and fluid flow conditions and is verified by the finite element software ABAQUS (<xref ref-type="bibr" rid="B51">Younessi et al., 2013</xref>). Studies suggest that there is a critical drawdown pressure difference to induce sand production in the sand producing area around the borehole (<xref ref-type="bibr" rid="B40">Song et al., 2022</xref>). The failure prediction under true triaxial stress state is more accurate than Drucker-Prager (<xref ref-type="bibr" rid="B2">Al-Ajmi and Zimmerman, 2005</xref>; <xref ref-type="bibr" rid="B3">Al-Ajmi and Zimmerman, 2006</xref>) and has a stronger correlation with the experimental results. However, the numerical model does not consider the plastic strain law, and the sample is in an ideal state after yielding, which deviates from the actual value.</p>
</sec>
<sec id="s2-1-2">
<title>2.1.2 Equivalent plastic strain analysis</title>
<p>Since the 1990s, some scholars have introduced the equivalent plastic strain to analyze the sand production conditions and sand production, thereby improving the accuracy of sand production prediction, <xref ref-type="fig" rid="F1">Figure 1B</xref>. (<xref ref-type="bibr" rid="B25">Morita et al., 1989</xref>; <xref ref-type="bibr" rid="B4">Bai et al., 2012</xref>). Volonte et al. established a reliable workflow through finite element modeling to estimate the actual sanding conditions (<xref ref-type="bibr" rid="B44">Volont&#xe9; et al., 2010</xref>). As shown in <xref ref-type="fig" rid="F1">Figure 1A</xref>, the rock failure around the perforation is evaluated by analyzing the distribution of equivalent plastic strain, and the Cosserat continua is introduced to simulate the slit type of failure around the borehole, so as to achieve the purpose of sand production prediction (<xref ref-type="bibr" rid="B26">Muller et al., 2011</xref>; <xref ref-type="bibr" rid="B35">Saski et al., 2021</xref>). <xref ref-type="bibr" rid="B12">Gui et al. (2016)</xref> further improved the accuracy of this method by combining core experiment and field experiment.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Numerical simulation methods for sand production prediction of unconsolidated sandstone. <bold>(A)</bold> corresponds to the numerical simulation results of equivalent plastic strain analysis, <bold>(B)</bold> corresponds to the numerical simulation results of finite difference method, <bold>(C)</bold> corresponds to the coupled discrete element method and fluid flow model, and <bold>(D)</bold> corresponds to the discrete element-finite element hybrid method.</p>
</caption>
<graphic xlink:href="fenrg-10-1071320-g001.tif"/>
</fig>
</sec>
<sec id="s2-1-3">
<title>2.1.3 Thick wall cylinder calculation</title>
<p>Santana and Likrama proposed a workflow for optimal matching between laboratory tests and finite element model simulation results (<xref ref-type="bibr" rid="B34">Santana and Likrama, 2016</xref>). In this method, the finite element model under the same test is developed by testing the experimental curve of thick-walled cylinder (TWC) to calibrate the strength and plasticity of the material. When the numerical test values match the experimental results, the failure threshold is determined according to the critical equivalent plastic strain to simulate the failure near the wellbore during production (<xref ref-type="bibr" rid="B7">Deng et al., 2019</xref>).</p>
</sec>
<sec id="s2-1-4">
<title>2.1.4 Prediction of sand production</title>
<p>Prediction of sand production is by considering the erosion process of coupling finite element method, by simulating the fluid flow phenomenon, to observe the sand erosion process, and then to predict the amount of sand in the wellbore (<xref ref-type="bibr" rid="B36">Servant et al., 2006</xref>). This method can reproduce the process of an erosion front, and the proposed finite element numerical model does not depend on specific erosion pattern, which is reproducible. The amount of sand is mainly affected by the degree of erosion and finite element time step and mesh refinement (<xref ref-type="bibr" rid="B24">Liu, 2012</xref>; <xref ref-type="bibr" rid="B28">Pak and Pak, 2020</xref>).</p>
</sec>
</sec>
<sec id="s2-2">
<title>2.2 Finite difference method</title>
<p>Based on erosion criterion (<xref ref-type="bibr" rid="B43">Vardoulakis et al., 1996</xref>) (<xref ref-type="bibr" rid="B30">Papamichos et al., 2001</xref>), <xref ref-type="bibr" rid="B8">Detournay et al. (2006)</xref> proposed a sand production prediction to study the onset and rate of sand production by using the finite difference model. <xref ref-type="bibr" rid="B32">Rahmati et al. (2012)</xref> extended Detournay&#x2019;s mechanical-erosion model with strain hardening/softening Mohr-Coulomb yield surface and fracture energy regularization technique (<xref ref-type="bibr" rid="B27">Nouri et al., 2009</xref>), which reduced the mesh dependence of strain results to a certain extent, and introduced erosion coefficient K to improve the accuracy of sand production prediction, as shown in <xref ref-type="fig" rid="F1">Figure 1B</xref>. <xref ref-type="bibr" rid="B38">Shahsavari et al. (2021)</xref> further reduced the negative impact of mesh size on sand production prediction by combining hollow cylinder sand production experiment and finite difference program on the basis of predecessors.</p>
</sec>
<sec id="s2-3">
<title>2.3 Discrete element method</title>
<p>The discrete element method includes three aspects: Coupled Lattice-Boltzmann and Method Discrete Element Method (LBM-DEM), Coupled Computational Fluid Dynamic and Discrete Element Method (CFD-DEM), Coupled Discrete Element Method and Fluid Flow Model (DEM-FFM) (<xref ref-type="bibr" rid="B45">Wang et al., 2016</xref>; <xref ref-type="bibr" rid="B33">Rakhimzhanova et al., 2021</xref>; <xref ref-type="bibr" rid="B52">Zhang et al., 2022</xref>).</p>
<sec id="s2-3-1">
<title>2.3.1 Coupled Lattice-Boltzmann and method-discrete element method</title>
<p>LBM code in LBM-DEM coupling method simulates fluid flow in each time step, and DEM is used to determine the particle position. Through the two-dimensional numerical simulation of fluid flow in deformable particulate media comprising of movable circular particles, the sand production phenomenon in weakly cemented sandstone reservoirs can be simulated. Also, can be used to study the basic mechanism of sand production on an experimental scale (<xref ref-type="bibr" rid="B11">Ghassemi and Pak, 2015</xref>; <xref ref-type="bibr" rid="B13">Han and Cundall, 2017</xref>) and analyze the permeability before and after sand production and the evolution process of the complex force chain network inside the model (<xref ref-type="bibr" rid="B49">Xia et al., 2022</xref>). On the basis of predecessors, Honari et al. simulated different stages of sand production by integrating Immersion Moving Boundary (IMB) method, including scale effect, extension of failure zone under incremental stress, and stress change during particle erosion (<xref ref-type="bibr" rid="B14">Honari and Hosseininia, 2021</xref>). The study believed that the smaller the pore diameter and the greater the stress value, the easier the sand production.</p>
</sec>
<sec id="s2-3-2">
<title>2.3.2 Coupled computational fluid dynamic and discrete element method</title>
<p>The coupling CFD-DEM model is used to study the sand production time, sand production amount and particle migration in the perforation damage zone of weakly cemented sand body under different fluid flow condition (<xref ref-type="bibr" rid="B41">Song et al., 2020</xref>; <xref ref-type="bibr" rid="B17">Khamitov et al., 2021</xref>). Then, the sand production of different fluid types is coupled (<xref ref-type="bibr" rid="B18">Khamitov et al., 2022</xref>). It is found that the stripped sand particles are mostly clustered or blocky, and the strength of sand body and fluid velocity are the key factors to determine whether to produce sand. Under the influence of fluid flow, the compacted core will release particles to the perforation location, and then produce transient sand retention. Ismail et al. extended the CFD-DEM coupling model to the study of screen sand consolidation and analyzed the influence of key parameters such as fluid velocity and particle size ratio on sand retention effect. The research results show that the method can better predict the sand production observed in the experiment (<xref ref-type="bibr" rid="B16">Ismail et al., 2021</xref>; <xref ref-type="bibr" rid="B15">Ismail et al., 2022</xref>).</p>
</sec>
<sec id="s2-3-3">
<title>2.3.3 Coupled discrete element method and fluid flow model</title>
<p>The DEM-FFM coupling model uses the particle flow code (PFC) developed by ITACSA to calculate by the discrete element method. The particles in the software are rigid and can overlap. The time steps calculated by the discrete element method correspond to the boundary conditions in PFC3D. The influence of boundary stress and fluid pressure on the spalling and sand production of sandstone particles is simulated by updating the variations of permeability and porosity change (<xref ref-type="bibr" rid="B6">Cui et al., 2016</xref>), as shown in <xref ref-type="fig" rid="F1">Figure 1C</xref>. The research shows that the high boundary stress and seepage force plays a major role in the sand production process, and lead to the redistribution of stress, which makes the plastic area near the wellbore asymmetrically distributed and aggravates the sand production behavior. After that, <xref ref-type="bibr" rid="B55">Zhao et al. (2020)</xref> built a discrete element model based on the PFC3D platform and made a quantitative analysis of sand production.</p>
</sec>
</sec>
<sec id="s2-4">
<title>2.4 Discrete element-finite element hybrid method</title>
<p>Wu and Choi based on the hybrid discrete element-finite model (DE-FE), use the strength of cementing materials, the degree of cementation between particles, and the property of pore fluid to evaluate the formation of pore types, the evolution of sand production volume and sand production rate, and whether the sand production is continuous (<xref ref-type="bibr" rid="B48">Wu and Choi, 2012</xref>). When the cementation between particles is destroyed, particles will separate from sandstone and flow out from the tip of the cavity through the fluid, as shown in <xref ref-type="fig" rid="F1">Figure 1D</xref>. If the degree of cementation is poor, the toughness and permeability are high enough, the drag force of pore fluid is enough to cause bond failure, and the detached sandstone particles gather toward the borehole center, resulting in continuous sanding (<xref ref-type="bibr" rid="B56">Zhou et al., 2011</xref>).</p>
</sec>
</sec>
<sec id="s3">
<title>3 Analysis and discussion</title>
<p>
<list list-type="simple">
<list-item>
<p>1) Finite element method and finite difference method are based on continuum mechanics. The strength and elastic properties of the numerical model can be obtained by laboratory tests, which is suitable for large-scale sand production prediction, but cannot capture local sand production phenomena.</p>
</list-item>
<list-item>
<p>2) The discrete element method can capture the motion, interaction and micro-failure mechanism of a single sand particle in the dynamic process, but it cannot be used for large-scale calculation and the calibration of model parameters is difficult. The calibration of parameters is not unique, and the micro properties cannot be determined by laboratory specimens.</p>
</list-item>
<list-item>
<p>3) The discrete element-finite element hybrid method can use the continuum theory to simulate the small deformation away from the wellbore, and the sand production behavior near the wellbore can be analyzed by using the discontinuous characteristics of discrete element. This method increases the accuracy of sand production prediction, but there are few related studies, most of which are still based on finite element method or discrete element method.</p>
</list-item>
<list-item>
<p>4) Discrete software PFC can simulate the discontinuous characteristics of rock and reproduce the separation phenomenon of single sand particle from rock matrix. The establishment of numerical model and parameter calibration are relatively simple, and the calculation amount is small, which has high sand production prediction accuracy (<xref ref-type="bibr" rid="B6">Cui et al., 2016</xref>; <xref ref-type="bibr" rid="B55">Zhao et al., 2020</xref>) (<xref ref-type="bibr" rid="B31">Rahmati et al., 2013</xref>) (<xref ref-type="bibr" rid="B39">Shirinabadi et al., 2016</xref>).</p>
</list-item>
</list>
</p>
</sec>
<sec sec-type="conclusion" id="s4">
<title>4 Conclusion</title>
<p>
<list list-type="simple">
<list-item>
<p>1) Accurate prediction of loose sandstone sand production has always been the focus of domestic and foreign scholars. From the perspective of numerical simulation, this paper summarizes the current research progress of numerical simulation methods, and analyzes the advantages and disadvantages of various methods, in order to provide research direction for future sand production prediction.</p>
</list-item>
<list-item>
<p>2) The finite element method may consider developing special numerical elements to characterize the effect of perforation geometry on sand production during perforation. The finite difference method uses the fracture energy regularization technique to extend the mechanical-erosion criterion and reduce the dependence of the fluid on the grid. In the future, the sand deposition after compression can be considered to further improve the prediction accuracy of sand production. The discrete element method can correlate the microscopic parameters of rock with macroscopic properties and realize the calibration of microscopic parameters of 3D DEM models. Due to the poor applicability of fluid flow at the perforation tip in the current 3D discrete element perforation test simulation, the reliability of the fluid simulation results at the perforation tip can be improved by introducing the discrete element-finite element hybrid method, considering the cementation state between particles, and providing reference for sand production prediction.</p>
</list-item>
<list-item>
<p>3) Although the discrete software PFC has high precision in sand prediction, there are still some calculation errors. In the future, based on the interface provided by the discrete software PFC, combined with the C&#x2b;&#x2b; language, a discrete contact model suitable for unconsolidated sandstone is established to further improve the accuracy of sand production prediction.</p>
</list-item>
</list>
</p>
</sec>
</body>
<back>
<sec id="s5">
<title>Author contributions</title>
<p>HS: mainly responsible for research literature and writing manuscript. GJ: mainly responsible for framework adjustment and thesis guidance. ZL and DH: mainly responsible for literature research.</p>
</sec>
<sec id="s8">
<title>Funding</title>
<p>This work was supported by the National Natural Science Foundation of China (No. 51804042), Open Fund of Key Laboratory of Exploration Technologies for Oil and Gas Resources (Yangtze University), and Ministry of Education (No. PI2021-04), and Open Fund of Cooperative Innovation Center of Unconventional Oil and Gas (Yangtze University), and Ministry of Education and Hubei Province (No. UOG2022-38).</p>
</sec>
<sec sec-type="COI-statement" id="s6">
<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="s7">
<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, the editors and the 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>
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