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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Built Environ.</journal-id>
<journal-title-group>
<journal-title>Frontiers in Built Environment</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Built Environ.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">2297-3362</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">1780531</article-id>
<article-id pub-id-type="doi">10.3389/fbuil.2026.1780531</article-id>
<article-version article-version-type="Version of Record" vocab="NISO-RP-8-2008"/>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Original Research</subject>
</subj-group>
</article-categories>
<title-group>
<article-title>Molecular dynamics insights into temperature effects on polyurethane-aggregate adhesion: comparative analysis of SiO<sub>2</sub> and CaCO<sub>3</sub>
</article-title>
<alt-title alt-title-type="left-running-head">Zhang 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/fbuil.2026.1780531">10.3389/fbuil.2026.1780531</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Zhang</surname>
<given-names>Haihong</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Investigation" vocab-term-identifier="https://credit.niso.org/contributor-roles/investigation/">Investigation</role>
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</contrib>
<contrib contrib-type="author">
<name>
<surname>Zhang</surname>
<given-names>Yan</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Conceptualization" vocab-term-identifier="https://credit.niso.org/contributor-roles/conceptualization/">Conceptualization</role>
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</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Feng</surname>
<given-names>Xiaowei</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>
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</contrib>
<contrib contrib-type="author">
<name>
<surname>Gao</surname>
<given-names>Yanxiang</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Formal analysis" vocab-term-identifier="https://credit.niso.org/contributor-roles/formal-analysis/">Formal analysis</role>
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</contrib>
<contrib contrib-type="author">
<name>
<surname>Yao</surname>
<given-names>Tengfei</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="aff" rid="aff3">
<sup>3</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/2714004"/>
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<aff id="aff1">
<label>1</label>
<institution>Gansu Provincial Transportation Research Institute Group Co., Ltd.</institution>, <city>Lanzhou</city>, <state>Gansu</state>, <country country="CN">China</country>
</aff>
<aff id="aff2">
<label>2</label>
<institution>Gansu Industry Technology Center of Transportation Construction Materials Research and Application, Lanzhou Jiaotong University</institution>, <city>Lanzhou</city>, <state>Gansu</state>, <country country="CN">China</country>
</aff>
<aff id="aff3">
<label>3</label>
<institution>Postdoctoral Research Station of Ningxia Transportation Construction Co., Ltd.</institution>, <city>Yinchuan</city>, <country country="CN">China</country>
</aff>
<author-notes>
<corresp id="c001">
<label>&#x2a;</label>Correspondence: Xiaowei Feng, <email xlink:href="mailto:tfmarshall@126.com">tfmarshall@126.com</email>
</corresp>
</author-notes>
<pub-date publication-format="electronic" date-type="pub" iso-8601-date="2026-03-03">
<day>03</day>
<month>03</month>
<year>2026</year>
</pub-date>
<pub-date publication-format="electronic" date-type="collection">
<year>2026</year>
</pub-date>
<volume>12</volume>
<elocation-id>1780531</elocation-id>
<history>
<date date-type="received">
<day>04</day>
<month>01</month>
<year>2026</year>
</date>
<date date-type="rev-recd">
<day>16</day>
<month>01</month>
<year>2026</year>
</date>
<date date-type="accepted">
<day>28</day>
<month>01</month>
<year>2026</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2026 Zhang, Zhang, Feng, Gao and Yao.</copyright-statement>
<copyright-year>2026</copyright-year>
<copyright-holder>Zhang, Zhang, Feng, Gao and Yao</copyright-holder>
<license>
<ali:license_ref start_date="2026-03-03">https://creativecommons.org/licenses/by/4.0/</ali:license_ref>
<license-p>This is an open-access article distributed under the terms of the <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution License (CC BY)</ext-link>. 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.</license-p>
</license>
</permissions>
<abstract>
<p>In this study, molecular dynamics was used to investigate the adhesion properties between polyurethane and aggregate and to reveal the adhesion mechanism between polyurethane and aggregate. The influence of the aggregate type and temperature on the polyurethane-aggregate adhesion properties was investigated. The polyurethane-aggregate adhesion properties were evaluated using interaction energy, interaction energy fraction, adhesion work, radial distribution function, fractional free volume and relative concentration distribution. The adhesion properties between polyurethane-SiO<sub>2</sub> aggregate have temperature sensitivity, while temperature hardly affects the adhesion between polyurethane-CaCO<sub>3</sub> aggregate. Van der Waals forces and hydrogen bonding are the dominant factors affecting the adhesion properties of polyurethane-SiO<sub>2</sub> aggregates, while electrostatic energy is the main contributor to the adhesion properties of polyurethane-CaCO<sub>3</sub> aggregates. The temperature increased reduced the molecular gap between the polyurethane and SiO<sub>2</sub> and increased the interaction force between the polyurethane molecules and SiO<sub>2</sub>.</p>
</abstract>
<kwd-group>
<kwd>adhesion properties</kwd>
<kwd>aggregate</kwd>
<kwd>interface characteristics</kwd>
<kwd>molecular dynamics</kwd>
<kwd>polyurethane</kwd>
</kwd-group>
<funding-group>
<funding-statement>The author(s) declared that financial support was received for this work and/or its publication. This research was supported by Open Fund of Gansu Provincial Road Materials Engineering Laboratory, Gansu Provincial Transportation Science Research Institute Group Co., Ltd. This support is gratefully acknowledged.</funding-statement>
</funding-group>
<counts>
<fig-count count="15"/>
<table-count count="3"/>
<equation-count count="3"/>
<ref-count count="27"/>
<page-count count="14"/>
</counts>
<custom-meta-group>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Transportation and Transit Systems</meta-value>
</custom-meta>
</custom-meta-group>
</article-meta>
</front>
<body>
<sec sec-type="intro" id="s1">
<label>1</label>
<title>Introduction</title>
<p>Polyurethane (PU) are widely used in construction, coatings and paints due to their good heat resistance and mechanical properties (<xref ref-type="bibr" rid="B25">Yusuf et al., 2023</xref>; <xref ref-type="bibr" rid="B12">Mucci et al., 2024</xref>; <xref ref-type="bibr" rid="B13">Rehan and Usman, 2023</xref>). In recent years, polyurethane has been of interest to pavement engineers due to its excellent high temperature performance, aging resistance and good toughness (<xref ref-type="bibr" rid="B2">Chen et al., 2018a</xref>; <xref ref-type="bibr" rid="B3">Chen et al., 2018b</xref>). Moreover, it has been shown that polyurethane can be mixed with asphalt at lower temperatures, which can reduce the emission of harmful gases (<xref ref-type="bibr" rid="B16">Sun et al., 2020</xref>; <xref ref-type="bibr" rid="B17">Sun et al., 2021</xref>). Therefore, the rational use of polyurethane in pavement construction is also one of the effective means to realize energy saving and emission reduction.</p>
<p>In recent years, scholars have conducted extensive research on polyurethane-modified asphalt mixtures. <xref ref-type="bibr" rid="B15">Sun et al. (2018)</xref> found that polyurethane-modified asphalt mixtures have good deformation resistance and water stability. In addition, polyurethane can improve asphalt-aggregate adhesion and water stability (<xref ref-type="bibr" rid="B11">Li et al., 2021</xref>). Yan et al. found that polyurethane-modified asphalt mixtures not only have excellent low-temperature crack resistance and water stability, but also high-temperature stability (<xref ref-type="bibr" rid="B23">Yan et al., 2021</xref>). In the meantime, some researchers have confirmed these views (<xref ref-type="bibr" rid="B8">Jiang et al., 2024</xref>; <xref ref-type="bibr" rid="B1">Bazmara et al., 2018</xref>; <xref ref-type="bibr" rid="B18">Sun et al., 2022</xref>; <xref ref-type="bibr" rid="B10">K&#xf6;k et al., 2021</xref>).</p>
<p>Currently, polyurethanes are utilized to completely replace asphalt binders in the preparation of polyurethane mixtures. <xref ref-type="bibr" rid="B21">Wang et al. (2014)</xref> proposed polyurethane as an alternative to asphalt binder for the preparation of porous polyurethane mixtures in 2014 and found that porous polyurethane mixtures have good road performance. <xref ref-type="bibr" rid="B26">Zhang et al. (2022)</xref>, <xref ref-type="bibr" rid="B8">Jiang et al. (2024)</xref>, <xref ref-type="bibr" rid="B4">Cong et al. (2021)</xref> and <xref ref-type="bibr" rid="B2">Chen et al. (2018a)</xref> agreed that polyurethane mixtures possess better permanent deformation resistance, cracking resistance and moisture resistance than conventional asphalt mixtures.</p>
<p>In summary, polyurethane mixtures have good road performance. However, the adhesion between polyurethane and aggregate directly determines the stability and mechanical properties of polyurethane mixtures. Few scholars have explored the adhesion properties between polyurethane and aggregate. In recent years, molecular dynamics has been widely used to study the adhesion properties between asphalt binders and aggregates due to its ability to explain the behavior of intermolecular interaction (<xref ref-type="bibr" rid="B27">Zou et al., 2024</xref>; <xref ref-type="bibr" rid="B5">Fan et al., 2024</xref>; <xref ref-type="bibr" rid="B9">Jiao et al., 2024</xref>; <xref ref-type="bibr" rid="B14">Shi et al., 2024</xref>). Therefore, it is necessary to explore the interfacial properties between polyurethane and aggregate at the molecular scale, which will be done in this study.</p>
<p>The main objective of this study is to investigate the interfacial adhesion behavior between polyurethane and aggregate using molecular dynamics methods. Firstly, the PU amorphous cell model, SiO<sub>2</sub> aggregate layer model and CaCO<sub>3</sub> aggregate layer model are built. Secondly, the PU-SiO<sub>2</sub> aggregate interface model and the PU-CaCO<sub>3</sub> aggregate interface model are established. Finally, the PU-aggregate interface model is brought to kinetic equilibrium by applying different temperatures (298&#xa0;K, 318&#xa0;K and 338&#xa0;K). The PU-aggregate interaction was evaluated by interaction energy, interaction energy component, interface conformation, adhesion work and radial distribution function, and the adhesion mechanism between PU and aggregate was revealed. It should be noted that the temperatures simulated in this paper are 298&#xa0;K, 318&#xa0;K, and 338&#xa0;K. These temperatures correspond to approximately 25&#xa0;&#xb0;C, 45&#xa0;&#xb0;C, and 65&#xa0;&#xb0;C, which represent normal, moderate, and extreme high-temperature road conditions, respectively. This range covers the typical service environment of pavement materials in various seasons. The flow chart for this work is shown in <xref ref-type="fig" rid="F1">Figure 1</xref>.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Flow chart.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g001.tif">
<alt-text content-type="machine-generated">Scientific workflow diagram illustrating construction of polyurethane (PU) and aggregate molecular models, development of a PU-aggregate interface model, then analysis of interface adhesion properties through graphs, structural snapshots, bar charts, and simulations with labeled sections for interaction energy, interface behavior, adhesion work, radial distribution function (RDF), and free volume fraction (FFV).</alt-text>
</graphic>
</fig>
</sec>
<sec id="s2">
<label>2</label>
<title>Construction of molecular model</title>
<sec id="s2-1">
<label>2.1</label>
<title>Molecular model of PU</title>
<p>The molecular model of PU used in this paper was proposed by <xref ref-type="bibr" rid="B19">Talapatra and Datta (2021)</xref>, which is considered to be the typical PU molecular model (<xref ref-type="bibr" rid="B22">Wang et al., 2022</xref>). It is well known that PU is composed of both soft and hard segments. The hard segments are 4,4&#x2032;-diphenylmethane diisocyanate (MDI) and butanediol (BDO), respectively. The soft segment is poly (trtramethylene) oxide (PTMO). The molecular models of MDI, BDO, PTMO and PU chains are illustrated in <xref ref-type="fig" rid="F2">Figures 2a&#x2013;d</xref>, respectively. It should be noted that the PU molecule has a degree of polymerisation of 10.</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Molecular model of MDI, BDO, PTMO and PU chains. <bold>(a)</bold> MDI. <bold>(b)</bold> BDO. <bold>(c)</bold> PTMO. <bold>(d)</bold> PU chains.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g002.tif">
<alt-text content-type="machine-generated">Four labeled molecular models are shown: (a) a ball-and-stick model of a fused aromatic compound with two nitrogen atoms and two ketone groups, (b) a ball-and-stick representation of a small dicarbonyl compound, (c) a ball-and-stick model of a similar compound with an extended carbon chain, and (d) a larger chain model highlighting repeating segments and colored functional groups.</alt-text>
</graphic>
</fig>
<p>Materials Studio software was used to construct a molecular model of PU amorphous cells. The model contains 10 PU molecular chains, as shown in <xref ref-type="fig" rid="F3">Figure 3</xref>.</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Molecular model of PU.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g003.tif">
<alt-text content-type="machine-generated">Molecular structure diagram showing a large, complex protein with atoms represented as colored spheres connected by lines. Atoms include black, red, blue, yellow, and green, highlighting chemical diversity and protein folding complexity.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s2-2">
<label>2.2</label>
<title>Molecular model of aggregates</title>
<p>In this study, SiO<sub>2</sub> and CaCO<sub>3</sub> were chosen to represent common granite aggregates and limestone aggregates, respectively. The crystal models of SiO<sub>2</sub> and CaCO<sub>3</sub> 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>Crystal parameters of SiO<sub>2</sub> and CaCO<sub>3</sub>.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Crystal model</th>
<th align="center">Chemical formula</th>
<th align="center">Lattice parameters</th>
<th align="center">Space group</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">
<inline-graphic xlink:href="fbuil-12-1780531-fx1.tif">
<alt-text content-type="machine-generated">Ball-and-stick molecular model displays a ring structure with red and yellow spheres connected by rods, representing atomic bonds. White lines indicate crystallographic axes labeled A, B, and C in red, yellow, and green.</alt-text>
</inline-graphic>
</td>
<td align="center">SiO<sub>2</sub>
</td>
<td align="center">a &#x3d; b &#x3d; 4.913<styled-content style="color:#111111">&#xa0;</styled-content>&#xc5;<break/>c &#x3d; 5.4052&#xa0;&#xc5;</td>
<td align="center">&#x3b1; &#x3d; &#x3b2; &#x3d; 90&#xb0;<break/>&#x3b3; &#x3d; 120&#xb0;</td>
</tr>
<tr>
<td align="center">
<inline-graphic xlink:href="fbuil-12-1780531-fx2.tif">
<alt-text content-type="machine-generated">Ball-and-stick molecular model illustration showing atoms connected in a crystalline structure. Green, red, and gray spheres represent different atom types, with red bridges connecting clusters and the arrangement indicating a complex inorganic compound.</alt-text>
</inline-graphic>
</td>
<td align="center">CaCO<sub>3</sub>
</td>
<td align="center">a &#x3d; b &#x3d; 4.99<styled-content style="color:#111111">&#xa0;</styled-content>&#xc5;<break/>c &#x3d; 17.061&#xa0;&#xc5;</td>
<td align="center">&#x3b1; &#x3d; &#x3b2; &#x3d; 90&#xb0;<break/>&#x3b3; &#x3d; 120&#xb0;</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>To create orthogonal aggregate layers, &#x3b3; in the SiO<sub>2</sub> and CaCO<sub>3</sub> crystal models must be transformed to 90&#xb0;. In this paper, the [0, 0, 1] crystal facets of the SiO<sub>2</sub> model and the [1, 0, 4] crystal facets of the CaCO<sub>3</sub> model were selected for the granite aggregate model and the limestone aggregate model. It is important to note that after the SiO<sub>2</sub> is cleaved, the model needs to be saturated by adding &#x201c;H&#x201d; or &#x201c;-OH&#x201d;. Finally, the aggregate layer model is obtained by expanding the cell. The construction process of the aggregate layer is illustrated in <xref ref-type="fig" rid="F4">Figure 4</xref>.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Process of construction of aggregate model. <bold>(a)</bold> SiO<sub>2</sub> aggregate model. <bold>(b)</bold> CaCO<sub>3</sub> aggregate model.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g004.tif">
<alt-text content-type="machine-generated">Two labeled diagrams illustrate step-by-step processes for constructing aggregate layers of crystal structures. Diagram (a) involves orthogonalization, crystal surface cleavage, the addition of hydrogen or hydroxyl groups, and final aggregate layer construction. Diagram (b) also moves from orthogonalization and crystal surface cleavage directly to aggregate layer construction.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s2-3">
<label>2.3</label>
<title>Molecular model of the PU-aggregate interface</title>
<p>The PU-aggregate interface model is created by superimposing a polyurethane model on top of an aggregate model. To counteract the effects of cyclicity, an additional vacuum layer of 50&#xa0;&#xc5; was required above the PU-aggregate interface model. Depending on the actual application, the PU only interacts with the molecules on the surface of the aggregate and needs to immobilize the atoms on the bottom of the aggregate. The construction process of the PU-aggregate interface model is shown in <xref ref-type="fig" rid="F5">Figure 5</xref>. In this study, the molecular dynamics simulation process was performed at 1,000 ps NVT. It should be noted that the temperatures simulated in this paper are 298&#xa0;K, 318&#xa0;K, and 338&#xa0;K. The force field used is the COMPASS II force field.</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Construction process of PU-aggregate interface model. <bold>(a)</bold> PU-SiO<sub>2</sub> aggregate interface. <bold>(b)</bold> PU-CaCO<sub>3</sub> aggregate interface.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g005.tif">
<alt-text content-type="machine-generated">Two diagrams labeled (a) and (b) illustrate a modeling workflow combining a protein structure and a crystal lattice structure, indicated by a plus sign, resulting in a simulation box with the protein above the crystal surface, shown with an arrow pointing to the final configuration in a transparent rectangular box.</alt-text>
</graphic>
</fig>
</sec>
</sec>
<sec sec-type="results|discussion" id="s3">
<label>3</label>
<title>Results and discussion</title>
<sec id="s3-1">
<label>3.1</label>
<title>Interaction energy</title>
<p>The interaction energy (Eint) is the energy required to characterize the separation of two substances at an interface. A negative value of Eint indicates that the interaction between the two phases is attractive, whereas a positive value would represent a repulsive force. For intuitive comprehension, it should be noted that a larger absolute value of Eint signifies a stronger adhesive interaction between the PU and the aggregate surface, suggesting enhanced resistance to debonding. This parameter is closely related to the fracture and debonding characteristics of the two substances at the interface. In this work, Eint was used to evaluate the bonding characteristics between PU and aggregate surface. The formula for calculating Eint between PU and aggregate is shown in <xref ref-type="disp-formula" rid="e1">Equation 1</xref> (<xref ref-type="bibr" rid="B6">Guo et al., 2023</xref>). The interaction energies of PU-SiO<sub>2</sub> aggregate and PU-CaCO<sub>3</sub> aggregate are shown in <xref ref-type="fig" rid="F6">Figures 6</xref>, <xref ref-type="fig" rid="F7">7</xref>.<disp-formula id="e1">
<mml:math id="m1">
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<mml:mi mathvariant="italic">int</mml:mi>
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<label>(1)</label>
</disp-formula>where, <italic>Eint</italic> is the interaction energy between polyurethane and aggregate, <italic>E</italic>
<sub>
<italic>Aggregate</italic>
</sub> is the potential energy of the aggregate, <italic>E</italic>
<sub>
<italic>PU</italic>
</sub> is the potential energy of the polyurethane; <italic>E</italic>
<sub>
<italic>Aggregate&#x2b;PU</italic>
</sub> is the potential energy at the interface of the polyurethane and the aggregate.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>PU-SiO<sub>2</sub> aggregate interface interaction energy. <bold>(a)</bold> 298K. <bold>(b)</bold> 318K. <bold>(c)</bold> 338K.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g006.tif">
<alt-text content-type="machine-generated">Three line graphs labeled (a), (b), and (c) plot interaction energy in kilocalories per mole versus time in picoseconds, each distinguished by color: purple, blue, and red. Insets along each curve show molecular structure snapshots at different time points, specifically at zero, two hundred, four hundred, six hundred, eight hundred, and one thousand picoseconds, illustrating molecular changes throughout the simulation.</alt-text>
</graphic>
</fig>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>PU-CaCO<sub>3</sub> aggregate interface interaction energy. <bold>(a)</bold> 298K. <bold>(b)</bold> 318K. <bold>(c)</bold> 338K.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g007.tif">
<alt-text content-type="machine-generated">Three line graphs compare energy (kcal/mol) versus time (ps), labeled as panels (a), (b), and (c). Each graph includes energy trajectories, molecular structure snapshots at intervals of zero, two hundred, four hundred, six hundred, eight hundred, and one thousand picoseconds, and energy stabilization after an initial steep decline.</alt-text>
</graphic>
</fig>
<p>
<xref ref-type="fig" rid="F6">Figures 6a&#x2013;c</xref> demonstrate the interaction energies of the PU-SiO<sub>2</sub> aggregate interface model at temperatures of 298&#xa0;K, 318&#xa0;K and 338&#xa0;K, respectively. From <xref ref-type="fig" rid="F6">Figure 6</xref>, it is found that the PU-SiO<sub>2</sub> aggregate interfacial interaction energy changes significantly with the increase of temperature. The PU-SiO<sub>2</sub> aggregate interfacial interaction energy is positively correlated with the temperature. In order to analyze the effect of temperature on the interfacial interaction energy of PU-SiO<sub>2</sub> aggregate, a steady-state interfacial model at 1,000 ps was chosen for the study. It is found that the interfacial interaction energies of PU-SiO<sub>2</sub> aggregate are &#x2212;61.37&#xa0;kcal/mol, &#x2212;294.31&#xa0;kcal/mol and &#x2212;409.56&#xa0;kcal/mol at 298&#xa0;K, 318&#xa0;K and 338&#xa0;K, respectively. This suggests that the adhesion properties between the PU and the acidic aggregate have temperature sensitivity.</p>
<p>
<xref ref-type="fig" rid="F7">Figures 7a&#x2013;c</xref> demonstrate the interaction energies of the PU-CaCO<sub>3</sub> aggregate interface model at temperatures of 298&#xa0;K, 318&#xa0;K and 338&#xa0;K, respectively. To analyze the effect of temperature on the interfacial interaction energy of PU-CaCO<sub>3</sub> aggregate, a steady-state interfacial model at 1,000 ps was chosen for the study. The PU-CaCO<sub>3</sub> aggregate interfacial interaction energies were &#x2212;772.73&#xa0;kcal/mol, &#x2212;692.58&#xa0;kcal/mol and &#x2212;788.75&#xa0;kcal/mol at 298&#xa0;K, 318&#xa0;K and 338&#xa0;K, respectively. It can be seen that temperature hardly affects the adhesion properties of the PU and the alkaline aggregate.</p>
</sec>
<sec id="s3-2">
<label>3.2</label>
<title>Interaction energy component</title>
<p>The interaction energy consists of chemical bonding energy and non-bonded forces. The non-bonding energy consists of van der Waals forces and electrostatic interactions (<xref ref-type="bibr" rid="B24">Yu et al., 2023</xref>). To explain the results of <xref ref-type="sec" rid="s3-1">Section 3.1</xref>, non-bonded forces, van der Waals forces and electrostatic interactions were calculated in the last frame of different thermoplastic polyurethane-aggregate interface models selected in this paper, 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>Calculation of PU-aggregate interaction energy components.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th rowspan="2" align="center">Type of interface</th>
<th rowspan="2" align="center">Temperature (K)</th>
<th align="center">Non-bonded energy</th>
<th align="center">van der waals</th>
<th align="center">Electrostatic</th>
</tr>
<tr>
<th colspan="3" align="center">(kcal/mol)</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td rowspan="3" align="center">PU-SiO<sub>2</sub>
</td>
<td align="center">298</td>
<td align="center">61.377</td>
<td align="center">0.02</td>
<td align="center">1.817</td>
</tr>
<tr>
<td align="center">318</td>
<td align="center">294.306</td>
<td align="center">154.269</td>
<td align="center">80.497</td>
</tr>
<tr>
<td align="center">338</td>
<td align="center">409.555</td>
<td align="center">258.453</td>
<td align="center">91.562</td>
</tr>
<tr>
<td rowspan="3" align="center">PU-CaCO<sub>3</sub>
</td>
<td align="center">298</td>
<td align="center">772.726</td>
<td align="center">155.522</td>
<td align="center">588.026</td>
</tr>
<tr>
<td align="center">318</td>
<td align="center">692.585</td>
<td align="center">200.656</td>
<td align="center">462.752</td>
</tr>
<tr>
<td align="center">338</td>
<td align="center">788.755</td>
<td align="center">171.446</td>
<td align="center">588.13</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>In <xref ref-type="table" rid="T2">Table 2</xref>, the non-bonded interaction energy, van der Waals force and electrostatic energy all increase significantly with increasing temperature. This indicates that the increase in temperature is beneficial to improve the interaction energy between the interface of PU and SiO<sub>2</sub>. At 298&#xa0;K, the van der Waals force in the PU-SiO<sub>2</sub> interface model is only 0.02&#xa0;kcal/mol. This is due to the weaker molecular motion between PU and silica at lower temperatures, and the longer distance between the PU molecular model and the silica molecular model resulting in lower van der Waals forces and electrostatic energy. At 318&#xa0;K and 338&#xa0;K, the interaction between the PU-SiO<sub>2</sub> interface mainly originates from van der Waals forces. The increase in temperature favors an increase in the movement of the PU molecular chains and decreases the distance between the PU molecules and the SiO<sub>2</sub> molecules. And the distance between PU and CaCO<sub>3</sub> hardly changes, as shown in <xref ref-type="fig" rid="F8">Figures 8</xref>, <xref ref-type="fig" rid="F9">9</xref>. The SiO<sub>2</sub> aggregate model has a highly polar &#x201c;-OH&#x201d; on its surface, while the PU molecules contain the polar functional group &#x201c;-NH<sub>2</sub> and C&#x3d;O&#x201d;. As these polar functional groups can produce induced interactions and orientation interactions, the van der Waals forces and hydrogen bonding between PU and SiO<sub>2</sub> aggregate are increased. In addition, it was found that with the increase of temperature, the non-bonded energy, van der Waals force, and electrostatic energy of the PU-CaCO<sub>3</sub> interface model would hardly change from <xref ref-type="table" rid="T2">Table 2</xref>. This indicates that the adsorption properties of CaCO<sub>3</sub> interface on PU are relatively stable at different temperatures. This exceptional stability is fundamentally rooted in the strong chemical affinity between the PU molecules and the alkaline aggregate surface. Specifically, Ca<sup>2&#x2b;</sup> ions on the CaCO<sub>3</sub> surface can form stable coordination bonds with the carbonyl oxygen atoms and the nitrogen atoms in the amino groups of the PU chains. Unlike the temperature-sensitive physical adsorption seen in the SiO<sub>2</sub> system, these robust coordination interactions act as stable &#x2018;chemical anchors&#x2019; that are less susceptible to thermal disturbances, thereby ensuring the consistent adhesion performance of PU-CaCO<sub>3</sub> across the studied temperature range.</p>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>Snapshot of PU-SiO<sub>2</sub> interface. <bold>(a)</bold> 298K. <bold>(b)</bold> 318K. <bold>(c)</bold> 338K.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g008.tif">
<alt-text content-type="machine-generated">Figure containing three panels labeled (a), (b), and (c), each showing a sequence of molecular simulation snapshots with highlighted regions and colored molecular structures. Arrows indicate progression to zoomed-in views.</alt-text>
</graphic>
</fig>
<fig id="F9" position="float">
<label>FIGURE 9</label>
<caption>
<p>Snapshot of PU-CaCO<sub>3</sub> interface. <bold>(a)</bold> 298K. <bold>(b)</bold> 318K. <bold>(c)</bold> 338K.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g009.tif">
<alt-text content-type="machine-generated">Scientific illustration with three labeled panels, A, B, and C, showing molecular simulations. Each panel displays stepwise changes in molecular structures above surfaces, with color-coded atoms and directional arrows connecting sequential stages.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s3-3">
<label>3.3</label>
<title>Adhesion work</title>
<p>To alleviate the effect of interfacial dimensions on the adhesion at the PU-aggregate interface (<xref ref-type="bibr" rid="B24">Yu et al., 2023</xref>), this paper utilizes the adhesion work (<italic>W</italic>
<sub>
<italic>ta</italic>
</sub>, as shown in <xref ref-type="disp-formula" rid="e2">Equation 2</xref> to evaluate the adhesion performance between PU and aggregate (<xref ref-type="bibr" rid="B6">Guo et al., 2023</xref>). <xref ref-type="fig" rid="F10">Figure 10</xref> demonstrates the PU-SiO<sub>2</sub> interfacial adhesion work and PU-CaCO<sub>3</sub> interfacial adhesion work.<disp-formula id="e2">
<mml:math id="m2">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
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<mml:mi>A</mml:mi>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>where, A is the contact area between the PU and the aggregate.</p>
<fig id="F10" position="float">
<label>FIGURE 10</label>
<caption>
<p>Adhesion work between PU and aggregates.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g010.tif">
<alt-text content-type="machine-generated">Bar chart comparing Wln (kcal/&#xC5;&#xB2;) for TPU-SiO&#x2082; and TPU-CaCO&#x2083; at temperatures 298K, 318K, and 338K. TPU-CaCO&#x2083; shows higher values at all temperatures. Values increase for TPU-SiO&#x2082; and slightly fluctuate for TPU-CaCO&#x2083;.</alt-text>
</graphic>
</fig>
<p>
<xref ref-type="fig" rid="F10">Figure 10</xref> presents the adhesion work of the PU-SiO<sub>2</sub> and PU-CaCO<sub>3</sub>. The work of adhesion of PU-SiO<sub>2</sub> was 0.03266 kcal/&#xc5;<sup>2</sup>, 0.15663 kcal/&#xc5;<sup>2</sup>, and 0.21796 kcal/&#xc5;<sup>2</sup> at 298&#xa0;K, 318&#xa0;K, and 338&#xa0;K, respectively. This phenomenon is attributed to the fact that the temperature enhances van der Waals forces, hydrogen bonding, and electrostatic energy between the PU and the SiO<sub>2</sub>. The van der Waals forces between PU and SiO<sub>2</sub> play a dominant role for the adhesion work of PU and acidic aggregates. This van der Waals force mainly comes from the induced interaction and orientation interaction between &#x201c;-NH<sub>2</sub>&#x201d; and &#x201c;C&#x3d;O&#x201d; in PU and &#x201c;-OH&#x201d; on the surface of SiO<sub>2</sub> aggregate. The adhesion work of PU-CaCO<sub>3</sub> at 298&#xa0;K, 318&#xa0;K and 338&#xa0;K were 0.44663 kcal/&#xc5;<sup>2</sup>, 0.40031 kcal/&#xc5;<sup>2</sup> and 0.45588 kcal/&#xc5;<sup>2</sup>. Unlike SiO<sub>2</sub>, the adhesion work of PU-CaCO<sub>3</sub> is hardly affected by temperature. The adhesion work of PU-CaCO<sub>3</sub> is mainly derived from the electrostatic energy between PU and CaCO<sub>3</sub> (see <xref ref-type="table" rid="T2">Table 2</xref>).</p>
</sec>
<sec id="s3-4">
<label>3.4</label>
<title>Radial distribution function</title>
<p>The radial distribution function (RDF) can be used to predict the aggregation behavior of thermoplastic polyurethane molecules on aggregate surfaces (<xref ref-type="bibr" rid="B9">Jiao et al., 2024</xref>). To determine the effect of temperature on the aggregation characteristics of PU molecules on the aggregate surface, the RDF curves of PU-aggregate and PU-PU at 298&#xa0;K, 318&#xa0;K, and 338&#xa0;K were analyzed. The results of the RDF calculations are shown in <xref ref-type="fig" rid="F11">Figures 11</xref>, <xref ref-type="fig" rid="F12">12</xref>.</p>
<fig id="F11" position="float">
<label>FIGURE 11</label>
<caption>
<p>RDF curves for PU-SiO<sub>2</sub> aggregate model. <bold>(a)</bold> PU-PU. <bold>(b)</bold> PU-SiO<sub>2.</sub>
</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g011.tif">
<alt-text content-type="machine-generated">Two scientific graphs labeled (a) and (b) show plots of g(r) versus r in angstroms for three temperatures: 298 Kelvin in blue, 318 Kelvin in green, and 338 Kelvin in orange or red. Graph (a) presents data with sharp peaks near the y-axis, with a detailed inset zooming in on 1.05 to 1.30 angstroms, emphasizing peak changes at each temperature. Graph (b) shows g(r) curves rising to maxima and declining, with higher temperatures reaching higher peaks and shifting rightward. Legends and axes are clearly labeled, allowing for comparison of structural changes with temperature.</alt-text>
</graphic>
</fig>
<fig id="F12" position="float">
<label>FIGURE 12</label>
<caption>
<p>RDF curves for PU-CaCO<sub>3</sub> aggregate model. <bold>(a)</bold> PU-PU. <bold>(b)</bold> PU-SiO<sub>2.</sub>
</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g012.tif">
<alt-text content-type="machine-generated">Two scientific graphs compare g(r) versus r(angstroms) at three temperatures: 298K (blue), 318K (green), and 338K (red). Panel (a) shows a sharp initial peak followed by smaller oscillations, with a red dashed line and an inset magnifying the region around r equals one. Panel (b) displays a broad single peak, with all three temperatures closely overlaying one another. Both graphs include a legend in the upper right corner indicating the temperatures.</alt-text>
</graphic>
</fig>
<p>
<xref ref-type="fig" rid="F11">Figures 11a,b</xref> exhibit the RDF plots of PU-PU and PU-SiO<sub>2</sub> in the PU-SiO<sub>2</sub> aggregate interface model, respectively. At 298&#xa0;K, 318&#xa0;K, and 338&#xa0;K, the values of the first RDF peak of PU-PU were 71.38, 39.16, and 38.16, respectively. This indicates that the PU-PU molecular interaction decreases with increasing temperature. As the temperature rises, the RDF peak of PU-SiO<sub>2</sub> shifts to the left and the peak gradually increases, as shown in <xref ref-type="fig" rid="F11">Figure 11b</xref>. At 298&#xa0;K, 318&#xa0;K, and 338&#xa0;K, the RDF peaks of PU-SiO<sub>2</sub> appeared at 60&#xa0;&#xc5;, 46.71&#xa0;&#xc5;, and 40.83&#xa0;&#xc5;, respectively, as shown in <xref ref-type="fig" rid="F11">Figure 11b</xref>. The RDF values were 1.27, 1.54, and 1.72. This suggests that the increase in temperature enhances the interaction between PU and SiO<sub>2</sub>, causing PU to be tightly adsorbed on the surface of SiO<sub>2</sub>, which in turn reduces the distance between PU and SiO<sub>2</sub> molecules. The results showed that the temperature promoted the adsorption of SiO<sub>2</sub> on PU molecules. Moreover, the temperature led to the redistribution of PU molecules on the surface of the SiO<sub>2</sub> aggregate, as shown in <xref ref-type="fig" rid="F8">Figure 8</xref>.</p>
<p>
<xref ref-type="fig" rid="F12">Figures 12a,b</xref> exhibit the RDF plots of PU-PU and PU-CaCO<sub>3</sub> in the PU-CaCO<sub>3</sub> aggregate interface model, respectively. At 298&#xa0;K, 318&#xa0;K, and 338&#xa0;K, the values of the first RDF peak of PU-PU were 35.42, 36.38, and 33.81, respectively. The RDF peaks of PU-CaCO<sub>3</sub> appeared at 39.77&#xa0;&#xc5;, 38.23&#xa0;&#xc5; and 37.59&#xa0;&#xc5;. It was found that the peak values and peak positions of PU-PU and PU-CaCO<sub>3</sub> hardly changed at different temperatures. This suggests that the adsorption of CaCO<sub>3</sub> on PU molecules does not change depending on the temperature. In conclusion, the adsorption of SiO<sub>2</sub> on PU molecules is strongly temperature-dependent, whereas the adsorption of CaCO<sub>3</sub> on PU molecules is relatively stable.</p>
</sec>
<sec id="s3-5">
<label>3.5</label>
<title>Fractional free volume</title>
<p>Fractional free volume (FFV) is always used to characterize the permeability properties and migration properties of molecules. In this paper, FFV was employed to analyze the migration ability of PU molecules in the PU-SiO<sub>2</sub> aggregate interface model and the PU-CaCO<sub>3</sub> aggregate interface model at different temperatures. The formula for FFV is shown in <xref ref-type="disp-formula" rid="e3">Equation 3</xref> (<xref ref-type="bibr" rid="B7">Ji et al., 2023</xref>). In this study, a probe with a radius of 1.1&#xa0;&#xc5; was used to obtain the free volume distributions of the PU-SiO2 interfacial model and the PU-CaCO3 interfacial model. The selection of a 1.1&#xa0;&#xc5; radius is based on its widespread use in molecular simulations to represent the kinetic radius of a helium atom, which is a standard probe for detecting &#x2018;connective&#x2019; free volume that can be penetrated by small molecules in polymer systems. This parameter ensures that the calculated FFV accurately reflects the micro-migration space available within the PU-aggregate interface. The results are shown in <xref ref-type="fig" rid="F13">Figures 13</xref>, <xref ref-type="fig" rid="F14">14</xref>.<disp-formula id="e3">
<mml:math id="m3">
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<mml:mfrac>
<mml:msub>
<mml:mi>V</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
<mml:mrow>
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</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>100</mml:mn>
<mml:mo>%</mml:mo>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>where, <italic>FFV</italic> is the fraction of free volume, <italic>V</italic>
<sub>
<italic>f</italic>
</sub> is the free volume (FV), and <italic>V</italic>
<sub>
<italic>o</italic>
</sub> is the occupied volume.</p>
<fig id="F13" position="float">
<label>FIGURE 13</label>
<caption>
<p>Distribution of free volume in the PU-SiO<sub>2</sub> interface (Free volume: blue; Occupied volume: red; Connelly surface: grey). <bold>(a)</bold> 298&#xa0;K. <bold>(b)</bold> 318&#xa0;K. <bold>(c)</bold> 338&#xa0;K.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g013.tif">
<alt-text content-type="machine-generated">Three vertical rectangular prisms, each segmented into blue and red regions with irregular boundaries, are labeled as figures a, b, and c. The distribution and patterns of the red and blue regions differ slightly in each prism, showing distinct internal layering and shapes.</alt-text>
</graphic>
</fig>
<fig id="F14" position="float">
<label>FIGURE 14</label>
<caption>
<p>Distribution of free volume in the PU-SiO<sub>2</sub> interface (Free volume: blue; Occupied volume: red; Connelly surface: grey). <bold>(a)</bold> 298&#xa0;K. <bold>(b)</bold> 318&#xa0;K. <bold>(c)</bold> 338&#xa0;K.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g014.tif">
<alt-text content-type="machine-generated">Three vertical 3D rectangular columns labeled a, b, and c display blue upper regions and irregular red areas concentrated near the bottom, illustrating phased material separation or reaction zones for comparison.</alt-text>
</graphic>
</fig>
<p>It is clear from <xref ref-type="fig" rid="F13">Figure 13</xref> that the occupied volume distribution becomes tighter as the temperature increases. This indicates that elevated temperature favors the migration of PU molecules to the SiO<sub>2</sub> surface. The molecular spacing between the PU molecules and the SiO<sub>2</sub> surface was reduced. This is mainly attributed to the fact that the elevated temperature increases the thermal motion of the PU molecules, which overcomes the interfacial potential barrier between PU and SiO<sub>2</sub>, allowing the PU molecules to migrate to the SiO<sub>2</sub> surface. Moreover, the van der Waals forces and hydrogen bonding between the PU molecules and the SiO<sub>2</sub> surface are enhanced at high temperatures, and these forces increase the driving force for the migration of PU molecules to the SiO<sub>2</sub> surface. In <xref ref-type="fig" rid="F14">Figure 14</xref>, the free volume of the PU-CaCO<sub>3</sub> interface is almost unchanged, respectively. This indicates that the molecular migration of PU in the PU-CaCO<sub>3</sub> interface is hardly affected by temperature. This is because the interaction between PU-CaCO<sub>3</sub> is mainly dominated by electrostatic energy (see <xref ref-type="table" rid="T2">Table 2</xref>). In addition, Ca<sup>2&#x2b;</sup> on the surface of CaCO<sub>3</sub> can form stable coordination bonds with the carbonyl oxygen atoms in the PU molecules and the nitrogen atoms in the amino groups, respectively, which allows the PU molecules to be stably adsorbed on the CaCO<sub>3</sub> surface.</p>
<p>To quantitatively assess the effect of temperature on FFV, the free volume fraction at the interface of different types of polyurethane polymers was calculated in this study, the results are shown in <xref ref-type="table" rid="T3">Table 3</xref>.</p>
<table-wrap id="T3" position="float">
<label>TABLE 3</label>
<caption>
<p>FFV calculation results in PU-aggregate interface model.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Type of interface</th>
<th align="center">Temperature (K)</th>
<th align="center">Occupied volume (&#xc5;<sup>3</sup>)</th>
<th align="center">Free volume (&#xc5;<sup>3</sup>)</th>
<th align="center">FFV (%)</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td rowspan="3" align="center">PU-SiO<sub>2</sub>
</td>
<td align="center">298</td>
<td align="center">97126.18</td>
<td align="center">224517.76</td>
<td align="center">69.80</td>
</tr>
<tr>
<td align="center">318</td>
<td align="center">98063.31</td>
<td align="center">223580.62</td>
<td align="center">69.51</td>
</tr>
<tr>
<td align="center">338</td>
<td align="center">98747.92</td>
<td align="center">222896.02</td>
<td align="center">69.30</td>
</tr>
<tr>
<td rowspan="3" align="center">PU-CaCO<sub>3</sub>
</td>
<td align="center">298</td>
<td align="center">79611.09</td>
<td align="center">212616.28</td>
<td align="center">72.76</td>
</tr>
<tr>
<td align="center">318</td>
<td align="center">79500.83</td>
<td align="center">212726.54</td>
<td align="center">72.79</td>
</tr>
<tr>
<td align="center">338</td>
<td align="center">79695.49</td>
<td align="center">212531.89</td>
<td align="center">72.73</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>From <xref ref-type="table" rid="T3">Table 3</xref>, The FFV of the PU-SiO<sub>2</sub> aggregate interface model was 69.8%, 69.5% and 69.3% at 298&#xa0;K, 318&#xa0;K and 338&#xa0;K, respectively. This indicates that the FFV of the PU-SiO<sub>2</sub> aggregate interface model decreases gradually with the increase of temperature. This is due to the increase in temperature, which makes the PU molecules adsorb more closely to SiO<sub>2</sub>. This reduces the molecular gap between the PU molecules and the SiO<sub>2</sub> aggregate surface (See <xref ref-type="fig" rid="F13">Figure 13</xref>), which in turn leads to a decrease in the FFV in the PU-SiO<sub>2</sub> aggregate model. The FFV of the PU-CaCO<sub>3</sub> aggregate interface model was 72.76%, 72.79% and 72.73% at 298&#xa0;K, 318&#xa0;K and 338&#xa0;K, respectively. It can be seen that the temperature has a negligible effect on the FFV in the PU-CaCO<sub>3</sub> aggregate interface. The adsorption of this surface PU with CaCO<sub>3</sub> is more stable.</p>
</sec>
<sec id="s3-6">
<label>3.6</label>
<title>Relative concentration distribution</title>
<p>Relative concentration distribution (RCD) can be used to reveal the interaction mechanisms between molecules in an interface (<xref ref-type="bibr" rid="B20">Tang et al., 2023</xref>). In this paper, the relative concentration distribution of PU molecules on the aggregate surface in the Z-direction is calculated, as shown in <xref ref-type="fig" rid="F15">Figure 15</xref>. <xref ref-type="fig" rid="F15">Figure 15a</xref> demonstrates the relative concentration distribution of PU on the SiO<sub>2</sub> surface. In <xref ref-type="fig" rid="F15">Figure 15a</xref>, PU appears near 25&#xa0;&#xc5;&#xa0;at 318K and 338K. At 298&#xa0;K, PU appears near 35&#xa0;&#xc5;. This suggests that increasing the temperature caused the PU molecules to move downward, increasing the adsorption of PU molecules on the SiO<sub>2</sub> surface and improving the adhesion properties at the PU-SiO<sub>2</sub> aggregate interface. <xref ref-type="fig" rid="F15">Figure 15b</xref> demonstrates the relative concentration distribution of PU on the CaCO<sub>3</sub> surface. From the <xref ref-type="fig" rid="F15">Figure 15b</xref>, it is found that PU molecules appear near 15&#xa0;&#xc5; in all interfacial models. In addition, the relative concentration of PU molecules on the CaCO<sub>3</sub> surface hardly changes, resulting in little or no effect of temperature on the PU-CaCO<sub>3</sub> aggregate adhesion properties. In conclusion, the relative concentration distribution of PU on the aggregate surface directly affects the adhesion properties between PU and the aggregate. The closer the PU molecules appear to the aggregate, the easier the PU molecules interact with the aggregate, thus increasing the adhesion properties between the PU and the aggregate.</p>
<fig id="F15" position="float">
<label>FIGURE 15</label>
<caption>
<p>Relative concentration distribution of PU in PU-aggregate interface model. <bold>(a)</bold> Model of PU-SiO<sub>2</sub> interface. <bold>(b)</bold> Model of PU-CaCO<sub>3</sub> interface.</p>
</caption>
<graphic xlink:href="fbuil-12-1780531-g015.tif">
<alt-text content-type="machine-generated">Six scientific line graphs compare relative concentration distribution versus distance in angstroms at three temperatures: 298 kelvin, 318 kelvin, and 338 kelvin. Graphs are arranged in two columns labeled (a) and (b), with each temperature traced in a different color: blue for 298 kelvin, green for 318 kelvin, and orange for 338 kelvin. Each graph shows changes in distribution and distance, with distinct profiles at each temperature.</alt-text>
</graphic>
</fig>
</sec>
</sec>
<sec sec-type="conclusion" id="s4">
<label>4</label>
<title>Conclusion</title>
<p>In this paper, the adhesion properties and adhesion mechanism between PU molecules and aggregates were investigated using MD simulation. SiO<sub>2</sub> and CaCO<sub>3</sub> were selected as representatives of acidic and alkaline aggregates. The adhesion properties of temperature on the PU-aggregate interface were investigated, and the adhesion mechanisms between PU and different aggregates were explored. The main conclusions are as follows.<list list-type="simple">
<list-item>
<p>1. The adhesion properties between PU-CaCO<sub>3</sub> aggregates are much higher than between PU-SiO<sub>2</sub> aggregates. The interaction energy between PU-CaCO<sub>3</sub> aggregates is dominated by electrostatic energy. The interaction energy between PU-SiO<sub>2</sub> aggregates is dominated by van der Waals forces.</p>
</list-item>
<list-item>
<p>2. The temperature had a significant effect on the adhesion properties of the PU-SiO<sub>2</sub> aggregate. Increasing the temperature is favorable to increase the van der Waals force and electrostatic energy between PU-SiO<sub>2</sub>. Especially the increase of van der Waals force is more obvious.</p>
</list-item>
<list-item>
<p>3. The temperature has a negligible effect on the adhesion properties between PU-SiO<sub>2</sub>. The oxygen atoms of the carbonyl group and the oxygen atoms of the amino group in PU can form stable coordination bonds with Ca<sup>2&#x2b;</sup> in CaCO<sub>3</sub>, which are almost unaffected by the temperature.</p>
</list-item>
<list-item>
<p>4. Increased temperatures favored the enhancement of van der Waals forces, electrostatic forces, and hydrogen bonding between the PU and SiO<sub>2</sub> aggregate. Increasing the temperature reduced the molecular gap between PU and SiO<sub>2</sub>, so that the PU molecules were adsorbed on the surface of SiO<sub>2</sub>, and the adhesion properties between PU-SiO<sub>2</sub> aggregates were improved.</p>
</list-item>
</list>
</p>
<p>The MD method was applied to reveal the adhesion properties between PU and aggregate well from the molecular scale. The adhesion behavior between PU and aggregate under the action of water molecules should also be considered. The aggregates chosen in this paper are pure SiO<sub>2</sub> and CaCO<sub>3</sub>, and the adhesion properties between different minerals and PU need to be considered in the future. In addition, test methods such as pull-out tests and AFM need to be applied to characterize the adhesion behavior of PU and aggregate.</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s5">
<title>Data availability statement</title>
<p>The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding author.</p>
</sec>
<sec sec-type="ethics-statement" id="s6">
<title>Ethics statement</title>
<p>The studies involving humans were approved by Lanzhou Jiaotong University China. The studies were conducted in accordance with the local legislation and institutional requirements. Written informed consent for participation was not required from the participants or the participants&#x2019; legal guardians/next of kin in accordance with the national legislation and institutional requirements.</p>
</sec>
<sec sec-type="author-contributions" id="s7">
<title>Author contributions</title>
<p>HZ: Investigation, Conceptualization, Methodology, Formal analysis, Data curation, Writing &#x2013; original draft, Writing &#x2013; review and editing. YZ: Conceptualization, Methodology, Formal analysis, Writing &#x2013; review and editing. XF: Methodology, Data curation, Writing &#x2013; original draft. YG: Formal analysis, Data curation, Writing &#x2013; original draft. TY: Investigation, Conceptualization, Formal analysis, Data curation, Methodology, Writing &#x2013; review and editing.</p>
</sec>
<sec sec-type="COI-statement" id="s9">
<title>Conflict of interest</title>
<p>Authors HZ, YZ, and XF were employed by Gansu Provincial Transportation Research Institute Group Co., Ltd.</p>
<p>Author TY was employed by Postdoctoral Research Station of Ningxia Transportation Construction Co., Ltd.</p>
<p>The authors declare that this study received funding from Open Fund of Gansu Provincial Road Materials Engineering Laboratory, Gansu Provincial Transportation Science Research Institute Group Co., Ltd. The funder had the following involvement in the study: process of data collection and experimental design.</p>
<p>The remaining author(s) declared that this work 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="ai-statement" id="s10">
<title>Generative AI statement</title>
<p>The author(s) declared that generative AI was not used in the creation of this manuscript.</p>
<p>Any alternative text (alt text) provided alongside figures in this article has been generated by Frontiers with the support of artificial intelligence and reasonable efforts have been made to ensure accuracy, including review by the authors wherever possible. If you identify any issues, please contact us.</p>
</sec>
<sec sec-type="disclaimer" id="s11">
<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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<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2646271/overview">Bowei Sun</ext-link>, Civil Aviation University of China, China</p>
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<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2414046/overview">Shihao Dong</ext-link>, Shandong University of Science and Technology, China</p>
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<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/3340963/overview">Changpeng Men</ext-link>, Chang&#x2019;an University, China</p>
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