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学者姓名：徐松
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Abstract ：
在南方潮湿多雨地区,红黏土路基易出现沉降过大、不均匀沉降等病害,为研究在干湿循环作用下纤维红黏土的抗剪强度特性,将聚丙烯纤维掺入红黏土中,形成纤维红黏土.通过直接剪切试验,研究了不同纤维掺量(0‰、2‰、6‰、10‰)、纤维长度(0、3、6、9 mm)和干湿循环次数(0、2、4、6 次)对红黏土抗剪强度特性的影响.结果表明:掺入纤维可显著提升红黏土的抗剪强度,在研究的掺量与长度范围内,抗剪强度随纤维掺量和长度的增加而增大;纤维在提高红黏土的黏聚力效果显著,而对于内摩擦角的提升有限;纤维长度为 6mm时,红黏土抗剪强度最大;干湿循环会显著降低红黏土强度,且对黏聚力劣化作用超过了内摩擦角,在干湿循环作用下,纤维和法向压力可降低干湿循环对红黏土的劣化作用.笔者基于试验结果,利用反向传播(BP)神经网络技术,建立了红黏土在干湿循环作用下的强度预测模型,其预测相对误差值在 10%以下.
Keyword ：
干湿循环试验 干湿循环试验 抗剪强度 抗剪强度 神经网络模型 神经网络模型 红黏土 红黏土 道路工程 道路工程
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| GB/T 7714 | 马宏岩 , 翁明胜 , 黄仁杰 et al. 干湿循环下聚丙烯纤维改良红黏土抗剪强度特性及预测模型 [J]. | 重庆交通大学学报（自然科学版） , 2025 , 44 (3) : 33-39 . |
| MLA | 马宏岩 et al. "干湿循环下聚丙烯纤维改良红黏土抗剪强度特性及预测模型" . | 重庆交通大学学报（自然科学版） 44 . 3 (2025) : 33-39 . |
| APA | 马宏岩 , 翁明胜 , 黄仁杰 , 徐松 , 郑丽堂 . 干湿循环下聚丙烯纤维改良红黏土抗剪强度特性及预测模型 . | 重庆交通大学学报（自然科学版） , 2025 , 44 (3) , 33-39 . |
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As a polymer-like organic material, asphalt often undergoes aging during service life. Regeneration technology is the main approach to achieve its recycling; therefore, the rejuvenator is an important factor affecting the regeneration effect. In order to evaluate the rejuvenation effects of rejuvenators on aged asphalt, fluid catalytic cracking (FCC) slurry and a penetrant containing epoxy functional groups were used to prepare conventional rejuvenators (CR1 and CR2) and a penetrable rejuvenator (PR). The impact of the penetrant on the physical properties of the rejuvenator was investigated, and the rejuvenation effects of different rejuvenators on mild and severe aged asphalt were evaluated through physical and rheological tests. Results show that the penetrant effectively lubricates the movement of rejuvenator molecules, improving the high temperature stability and aging resistance of the rejuvenator. CR1 and CR2 are more suitable for mild aged asphalt, as mild aging has a relatively minimal effect on the chemical composition and colloidal structure of asphalt. At a 25% dosage, the PR significantly restores the physical properties of severe aged asphalt, while CR1 and CR2 still fail to meet specifications. The PR is more effective for severe aged asphalt because it not only dissolves and disperses asphaltenes but also weakens interactions between asphaltenes, which facilitates a more effective restoration of the colloidal structure and significantly enhances the rejuvenation effect. The findings of this study provide insights into the design of penetrable rejuvenators for a more efficient utilization of reclaimed asphalt pavement (RAP).
Keyword ：
aged asphalt aged asphalt conventional rejuvenator conventional rejuvenator penetrable rejuvenator penetrable rejuvenator physical and rheological properties physical and rheological properties rejuvenation effect rejuvenation effect
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| GB/T 7714 | Wang, Jian , Xu, Song , Chen, Jiang et al. Evaluation of Regeneration Effects of Different Rejuvenators on Aged Asphalt [J]. | BUILDINGS , 2025 , 15 (7) . |
| MLA | Wang, Jian et al. "Evaluation of Regeneration Effects of Different Rejuvenators on Aged Asphalt" . | BUILDINGS 15 . 7 (2025) . |
| APA | Wang, Jian , Xu, Song , Chen, Jiang , Xie, Weibin , Cheng, Xuehong , Wang, Jiahao et al. Evaluation of Regeneration Effects of Different Rejuvenators on Aged Asphalt . | BUILDINGS , 2025 , 15 (7) . |
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Bio-based materials can be used as alternatives to raw asphalt and its modifiers, contributing to reduce the dependence of asphalt pavements on non-renewable resources. Four bio-based materials (chitosan, cashew nut shell liquid, lignin, and quercetin) were selected as modifiers, and were combined with isocyanate pre-polymers to modify asphalt, preparing bio-based polyurethane-modified asphalt in this work. And the effects of different bio-based materials on the physical-rheological properties, fatigue resistance, and aging resistance of polyurethane modified asphalt were systematically investigated. Research results indicate bio-based polyurethanemodified asphalt exhibits superior high-temperature performance compared with common polyurethanemodified asphalt, with quercetin-polyurethane modified asphalt performing the best. The introduction of biobased materials improve the fatigue resistance and toughness of polyurethane-modified asphalt. All four biobased materials can significantly enhance the aging resistance of modified asphalt, lignin shows the best performance. Compared to common polyurethane modified asphalt, the rutting factor aging index and sulfoxide index growth rate of lignin-based polyurethane modified asphalt decrease by 78 % and 92 %, respectively. This research offers theory and data for bio-based polyurethane-modified asphalt design, promoting green road material development.
Keyword ：
Aging resistance Aging resistance Bio-based materials Bio-based materials Fatigue resistance Fatigue resistance Polyurethane modified asphalt Polyurethane modified asphalt Rheological properties Rheological properties
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| GB/T 7714 | Cao, Zhilong , Hao, Qianlong , Xu, Song et al. Preparation and performance evaluation of bio-based polyurethane modified asphalt binders: Towards greener and more sustainable asphalt modifier [J]. | CONSTRUCTION AND BUILDING MATERIALS , 2025 , 476 . |
| MLA | Cao, Zhilong et al. "Preparation and performance evaluation of bio-based polyurethane modified asphalt binders: Towards greener and more sustainable asphalt modifier" . | CONSTRUCTION AND BUILDING MATERIALS 476 (2025) . |
| APA | Cao, Zhilong , Hao, Qianlong , Xu, Song , Han, Xiaobin , Yi, Juan , Sun, Guoqiang . Preparation and performance evaluation of bio-based polyurethane modified asphalt binders: Towards greener and more sustainable asphalt modifier . | CONSTRUCTION AND BUILDING MATERIALS , 2025 , 476 . |
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To investigate the effects of ionic emulsifiers on the stabilization of emulsified asphalt, this paper used the Materials Studio software package to model a two-layer structure consisting of asphalt-emulsifier-water-emulsifier-asphalt. The principles of molecular dynamics were used to simulate the emulsified asphalt solution with various types of ionic emulsifier molecules. The effects of the anionic (SDS)/cationic (CTAB) emulsifiers on the stability of the emulsified asphalt were studied and compared. The following performance metrics were investigated: the interfacial monolayer morphology of the emulsifier molecules; the interaction energy between the emulsifier molecules and the water molecules; and the interaction energy between the emulsifier molecules and the asphalt phase/water phase. The results showed that, compared with CTAB emulsifier molecules, SDS emulsifier molecules had a higher extent of aggregation in the emulsified asphalt model system. The binding ability between the SDS emulsifier and the water molecules was stronger than that of the CTAB emulsifier molecules and negatively affects the stability of emulsified asphalt. Compared with the CTAB emulsified asphalt system, the SDS emulsified asphalt system has higher binding energy. In general, the stability of the CTAB-emulsified asphalt system is better than that of the SDS-emulsified asphalt system.
Keyword ：
Electrostatic potential Electrostatic potential Emulsified asphalt Emulsified asphalt Emulsifier Emulsifier Molecular simulation Molecular simulation Stability Stability
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| GB/T 7714 | Yuan, Yan , Chen, Hongyu , Wang, Yefei et al. Effect of Ionic Emulsifiers on the Stability of Emulsified Asphalt Based on Molecular Dynamics Simulation [J]. | JOURNAL OF MATERIALS IN CIVIL ENGINEERING , 2025 , 37 (3) . |
| MLA | Yuan, Yan et al. "Effect of Ionic Emulsifiers on the Stability of Emulsified Asphalt Based on Molecular Dynamics Simulation" . | JOURNAL OF MATERIALS IN CIVIL ENGINEERING 37 . 3 (2025) . |
| APA | Yuan, Yan , Chen, Hongyu , Wang, Yefei , Xu, Song , Xue, Bin . Effect of Ionic Emulsifiers on the Stability of Emulsified Asphalt Based on Molecular Dynamics Simulation . | JOURNAL OF MATERIALS IN CIVIL ENGINEERING , 2025 , 37 (3) . |
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gamma- aminopropyltriethoxy silane organic layered double hydroxides (LDHs) and SBS were combined into LDHs/SBS composite to improve anti-ageing performance of SBS modified bitumen (SMB). XPS and SEM showed that organic LDHs (OLDHs) was successfully grafted onto SBS, and OLDHs could be more evenly distributed in SBS, which was conducive to improve the anti-degradation capability of SBS. Compared with SBS and LDHs/SBS composite, the interaction between OLDHs/SBS composite and bitumen was stronger, resulting in the better stabilization of SBS and LDHs in bitumen. Furthermore, OLDHs/SBS composite could enhance the hightemperature property of SMB. SMB became hard and brittle during ageing, the physical and rheological properties were remarkably deteriorated. LDHs/SBS and OLDHs/SBS composite could alleviate the damage of ageing on the highand low-temperature performance of SMB and enhance the anti-ageing capacity, particularly OLDHs/SBS composite. Then, the improvement mechanism of OLDHs/SBS and LDHs/SBS composite on the anti- ageing capability of SMB was analyzed at microscopic scale. LDHs/SBS and OLDHs/SBS composite could hinder the infiltration of oxygen into bitumen and decrease the oxygen content, and simultaneously decelerate the oxygen diffusion rate in bitumen. The synergistic combination of these two functions conspicuously diminished the probability of oxygen colliding with bitumen or SBS, which relieved the ageing of bitumen and the degradation of SBS, and ultimately improved the anti-ageing capability of SMB. Furthermore, due to the better stability, the effectiveness of OLDHs/SBS composite was more notable than LDHs/SBS composite, OLDHs/SBS composite demonstrated superior improvement on the anti-ageing capability of SMB than LDHs/SBS composite.
Keyword ：
Anti-ageing ability Anti-ageing ability Bitumen Bitumen LDHs/SBS composite LDHs/SBS composite Molecular dynamics simulation Molecular dynamics simulation Rheological properties Rheological properties
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| GB/T 7714 | Zhang, Canlin , Yang, Shuai , Wang, Ting et al. A novel method to improve the anti-ageing ability of bitumen by organic LDHs/SBS composite: Preparation, performance evaluation and mechanism analysis [J]. | FUEL , 2025 , 383 . |
| MLA | Zhang, Canlin et al. "A novel method to improve the anti-ageing ability of bitumen by organic LDHs/SBS composite: Preparation, performance evaluation and mechanism analysis" . | FUEL 383 (2025) . |
| APA | Zhang, Canlin , Yang, Shuai , Wang, Ting , Xu, Song , Jin, Peng , Dong, Hongjun et al. A novel method to improve the anti-ageing ability of bitumen by organic LDHs/SBS composite: Preparation, performance evaluation and mechanism analysis . | FUEL , 2025 , 383 . |
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To enhance both the utilization efficiency of solid waste coal gangue and the overall performance of asphalt materials, hexamethylene diisocyanate (HDI) was employed to organically modify coal gangue powder (CGP) so as to prepare organic coal gangue powder with terminal active isocyanate groups (HDI-CGP). The structure, particle size and micro morphology of HDI-CGP were characterized and tested. The influence of HDI-CGP on the physical properties, rheological properties, aging properties, and road performance of asphalt materials was investigated. Comparative analysis was made using octadecyl isocyanates (ODI, a monoisocyanate) modified CGP (ODI-CGP). The results confirmed successful preparation of HDI-CGP and ODI-CGP without damaging the crystal structure of coal gangue. HDI-CGP and ODI-CGP exhibited reduced agglomeration and particle size compared to unmodified CGP. The compatibility and stability of both HDI-CGP and ODI-CGP with asphalt were superior to that of CGP. HDI-CGP, specifically, interacted with active groups in asphalt, generating liked crosslinked structures. HDI-CGP was more efficacious in bolstering the high-temperature stability of asphalt (evidenced by higher softening point, complex modulus at 30-80 degrees C, and rutting resistance), while minimally affecting low-temperature properties, such as low-temperature ductility and bending creep performance. HDICGP also enhanced aging resistance of asphalt binder and optimized rutting, cracking, and moisture damage resistance of asphalt mixture compared to CGP and ODI-CGP.
Keyword ：
Asphalt Asphalt Asphalt mixture Asphalt mixture Coal gangue powder Coal gangue powder Isocyanate modification Isocyanate modification Performance improvement Performance improvement
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| GB/T 7714 | Luo, Zuolong , Wang, Jiajun , Cao, Zhilong et al. Effect of organic coal gangue powder with terminal active isocyanate groups on the performance of asphalt and its mixture [J]. | CONSTRUCTION AND BUILDING MATERIALS , 2025 , 464 . |
| MLA | Luo, Zuolong et al. "Effect of organic coal gangue powder with terminal active isocyanate groups on the performance of asphalt and its mixture" . | CONSTRUCTION AND BUILDING MATERIALS 464 (2025) . |
| APA | Luo, Zuolong , Wang, Jiajun , Cao, Zhilong , Xu, Song , Xu, Shi , Zhou, Xinxing . Effect of organic coal gangue powder with terminal active isocyanate groups on the performance of asphalt and its mixture . | CONSTRUCTION AND BUILDING MATERIALS , 2025 , 464 . |
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This study investigates the factors affecting crack development in red clay roadbeds and slopes through a combined computational and experimental approach. A finite-element model of a prefabricated cracked red clay fracture was established using a cohesive zone model, integrating fracture mechanics theory with numerical analysis. The model was based on an improved three-point bending test system to obtain raw data. The effects of prefabricated crack depth, width, shape, and support span on crack propagation in red clay were systematically investigated. The results indicate that the reliability of the model is confirmed by the three-point bending test. The degree of curvature of the crack depth on the Mode I fracture extension was more significant compared with Mixed mode I-II fractures. Variations in prefabricated cracks fracture had minimal impact on peak load and the degree of curvature of the crack extension in Mode I. The maximum crack width and length occurred at a prefabricated crack width of 2 mm, with the lowest curvature observed. Conversely, a crack width of 6.5 mm led to the highest curvature in Mixed mode I-II fractures. The alteration of the prefabricated crack shapes revealed that, for Mode I fracture, triangular prefabricated cracks resulted in the maximum crack width and length, and the lowest degree of crack curvature. The shape of the prefabricated crack had a minor effect on peak load, with triangular tips yielding the longest crack extension length and highest degree of curvature in Mixed mode I-II fractures. Support span had a limited effect on the crack extension path of Mode I fracture; increasing the span led to a 60.4% reduction in maximum crack width and a 28.9% reduction in maximum crack length. In Mixed mode I-II fractures, the support span inversely correlated with maximum crack width and length.
Keyword ：
Cohesive zone model Cohesive zone model Crack development Crack development FEM FEM Fracture mechanics Fracture mechanics Red clay Red clay
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| GB/T 7714 | Ma, Hongyan , Cui, Yuanfang , Zhang, Yanping et al. Combined Computational and Experimental Studies on the Bending Cracking Behavior of Red Clay [J]. | INTERNATIONAL JOURNAL OF GEOMECHANICS , 2025 , 25 (6) . |
| MLA | Ma, Hongyan et al. "Combined Computational and Experimental Studies on the Bending Cracking Behavior of Red Clay" . | INTERNATIONAL JOURNAL OF GEOMECHANICS 25 . 6 (2025) . |
| APA | Ma, Hongyan , Cui, Yuanfang , Zhang, Yanping , Xu, Song . Combined Computational and Experimental Studies on the Bending Cracking Behavior of Red Clay . | INTERNATIONAL JOURNAL OF GEOMECHANICS , 2025 , 25 (6) . |
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The cracking of double-block ballastless track slab concrete has become a critical issue, which can be mitigated through the use of low-heat Portland cement (LC), a MgO-based expansive agent (ME), and a shrinkage-reducing admixture (SR). However, the combined effects of these three components on shrinkage cracking of concrete have not yet been studied. In this paper, the drying shrinkage deformation, cracking risk index (eta), and microstructure of ordinary concrete and LC concrete with different contents of ME and SR are systematically studied. The findings indicate that LC decreases the cracking risk of concrete by approximately 38.7 % compared to ordinary Portland cement (PC). By generating expansion crystals and reducing the surface tension of pore solution, both ME and SR can further inhibit the shrinkage of LC, thereby improving the crack resistance of LC-concrete. A significant synergistic shrinkage reduction effect of ME (8 %) and SR (2 %) on LC-concrete is demonstrated, reducing the cracking risk by around 51.04 %. The combined use of SR and ME promotes the formation of more elongated brucite crystals, enhancing particle interaction and improving the cracking resistance of LC. These findings offer essential insights for designing concrete with high crack resistance, ensuring that the cracking risk index remains below the acceptable threshold.
Keyword ：
Concrete for track slab Concrete for track slab Cracking risk Cracking risk Low-heat cement Low-heat cement Magnesium oxide expansion agent Magnesium oxide expansion agent Shrinkage reducing agent Shrinkage reducing agent
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| GB/T 7714 | Fang, Lei , Fu, Dabao , Yuan, Qiang et al. Combined effects of low-heat cement, expansive agent and shrinkage-reducing admixture on drying shrinkage and cracking of concrete [J]. | CASE STUDIES IN CONSTRUCTION MATERIALS , 2025 , 22 . |
| MLA | Fang, Lei et al. "Combined effects of low-heat cement, expansive agent and shrinkage-reducing admixture on drying shrinkage and cracking of concrete" . | CASE STUDIES IN CONSTRUCTION MATERIALS 22 (2025) . |
| APA | Fang, Lei , Fu, Dabao , Yuan, Qiang , Xu, Song , Zhang, Dong , Cai, Huangyi et al. Combined effects of low-heat cement, expansive agent and shrinkage-reducing admixture on drying shrinkage and cracking of concrete . | CASE STUDIES IN CONSTRUCTION MATERIALS , 2025 , 22 . |
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In order to investigate the effects of reactive rejuvenation strategies on volatile organic compounds (VOCs) emissions and the performance of aged SBS modified bitumen (SMB), gas chromatography-mass spectrometry test, physical property tests, and rheological property tests were utilized to evaluate the effectiveness of bio-oil, the epoxy-based rejuvenator, the isocyanate-based rejuvenator and the composite reactive rejuvenator. A multicriteria evaluation model integrating rejuvenation effectiveness, environmental impact, and health risk was then applied to identify the optimal reactive rejuvenator. Results show that all rejuvenators increase the VOCs emission concentration and the proportion of oxygenated volatile organic compounds (OVOCs), along with varying degrees of elevation in ozone formation potential, secondary organic aerosol formation potential, carcinogenic risk, and hazard index. Bio-oil has limited rejuvenation effectiveness and holds the lowest overall ranking. The epoxy-based rejuvenator provides rejuvenated SMB with numerous flexible chain segments that exhibit considerable rotational freedom, which contributes to improved low temperature cracking resistance. However, it poses the highest environmental and health risks. The isocyanate-based rejuvenator imparts rigid molecular structures that enhance the deformation resistance of rejuvenated SMB, albeit at the expense of reduced flexibility. The composite reactive rejuvenator exhibits superior rejuvenation effectiveness with the lowest environmental and health impacts.
Keyword ：
Comprehensive evaluation Comprehensive evaluation Performance analysis Performance analysis Reactive rejuvenation Reactive rejuvenation SBS modified bitumen SBS modified bitumen Volatile organic compounds emission Volatile organic compounds emission
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| GB/T 7714 | Xu, Song , Niu, Xiangjie , Luo, Yuyang et al. Comparative analysis of reactive rejuvenation strategies for aged SBS modified bitumen: insights from volatile organic compounds emission characteristics and performance evaluation [J]. | JOURNAL OF HAZARDOUS MATERIALS , 2025 , 498 . |
| MLA | Xu, Song et al. "Comparative analysis of reactive rejuvenation strategies for aged SBS modified bitumen: insights from volatile organic compounds emission characteristics and performance evaluation" . | JOURNAL OF HAZARDOUS MATERIALS 498 (2025) . |
| APA | Xu, Song , Niu, Xiangjie , Luo, Yuyang , Cai, Shaoxu , Yang, Shuai , Fang, Lei et al. Comparative analysis of reactive rejuvenation strategies for aged SBS modified bitumen: insights from volatile organic compounds emission characteristics and performance evaluation . | JOURNAL OF HAZARDOUS MATERIALS , 2025 , 498 . |
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Asphalt undergoes thermal-oxidative and ultraviolet (UV) aging in its lifespan, yet current research tends to emphasize the enhancement of asphalt's resistance to only one type of aging, which hinders the improvement of its overall durability. In order to improve the resistance of asphalt to thermal-oxidative and ultraviolet aging, LDHs and antioxidants were utilized to modify asphalt based on the concept of physical shielding and chemical blocking. Moreover, to boost the compatibility between LDHs and asphalt, LDHs were organically modified using salicylic acid (SA) and sodium sodium dodecyl benzene sulfonate (SDBS). The composite effect of organic LDHs and antioxidants (Irganox 1076 and Irganox 1010) was investigated through physical and rheological tests. Also, thermal-oxidative and UV aging tests were utilized to evaluate the effectiveness of organic LDHs and antioxidants. Results show that SDBS and SA can be effectively intercalated into the LDHs, which improves the compatibility between LDHs and asphalt. LDHs, as a rigid component, increases the shear resistance of asphalt, which contributes to improved high-temperature performance but diminishes its flexibility. Organic modification can mitigate this drawback. In contrast, antioxidants exhibit a softening effect on asphalt. Organic LDHs and antioxidants can simultaneously boost the resistance of asphalt to UV and thermal-oxidative aging, with no interference observed between the two. Besides, the composite effect between SDBS-LDHs and Irganox 1076 is limited, whereas the composite effect of SA-LDHs and Irganox 1010 shows the most notable improvement. This can be attributed to the composite mechanism in which SA-LDHs provides physical shielding and Irganox 1010 chemically blocks the chain aging process of asphalt. These findings provide novel insights into the improvement of asphalt and asphalt pavement durability through a combined physical and chemical strategy.
Keyword ：
Antioxidants Antioxidants Asphalt Asphalt Organic layered double hydroxides Organic layered double hydroxides Performance evaluation Performance evaluation
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| GB/T 7714 | Xu, Song , Niu, Xiangjie , Wang, Jiazhu et al. Investigation on aging resistance performance of asphalt modified with organic layered double hydroxides and antioxidants [J]. | COLLOIDS AND SURFACES A-PHYSICOCHEMICAL AND ENGINEERING ASPECTS , 2025 , 725 . |
| MLA | Xu, Song et al. "Investigation on aging resistance performance of asphalt modified with organic layered double hydroxides and antioxidants" . | COLLOIDS AND SURFACES A-PHYSICOCHEMICAL AND ENGINEERING ASPECTS 725 (2025) . |
| APA | Xu, Song , Niu, Xiangjie , Wang, Jiazhu , Cai, Shaoxu , Ma, Hongyan , Fang, Lei et al. Investigation on aging resistance performance of asphalt modified with organic layered double hydroxides and antioxidants . | COLLOIDS AND SURFACES A-PHYSICOCHEMICAL AND ENGINEERING ASPECTS , 2025 , 725 . |
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