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Enhanced pavement temperature prediction via a novel LSTM-GRU hybrid deep learning architecture with interpretability 通过具有可解释性的新型LSTM-GRU混合深度学习架构增强路面温度预测
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-10 DOI: 10.1016/j.conbuildmat.2026.145838
Yared Bitew Kebede , Ming-Der Yang , Chien-Wei Huang , Henok Desalegn Shikur
Precise prediction of asphalt pavement temperature variations is critical for optimizing design and maintenance strategies, given their profound influence on material stiffness, strength, and fatigue resistance. Traditional forecasting methods, however, often struggle with the inherent time-dependent complexity of these temperature profiles. This study proposes a novel hybrid deep learning model, integrating Long Short-Term Memory (LSTM) and Gated Recurrent Unit (GRU) networks, to precisely predict daily maximum and minimum asphalt pavement temperatures at various depths using real-time meteorological data. By synergistically combining LSTM's capacity for long-term dependency modeling with GRU's efficiency in capturing short-term patterns and mitigating individual drawbacks like LSTM's overfitting and GRU's reduced complexity for intricate sequences, the LSTM-GRU architecture significantly enhances predictive accuracy. Rigorously trained and validated using an extensive dataset from May 2018 to March 2023, the hybrid model consistently outperformed a comprehensive suite of baseline models, achieving superior predictive accuracy with average R² values of 0.95 for maximum temperatures and 0.96 for minimum temperatures, along with notable improvements across MAE, MSE, and RMSE. Furthermore, SHapley Additive exPlanations (SHAP) analysis provided critical interpretability, confirming atmospheric and surface temperatures as the most influential predictors, followed by wind speed, relative humidity, and precipitation. These findings unequivocally demonstrate the exceptional robustness, accuracy, and interpretability of the LSTM-GRU hybrid, offering a promising and advanced solution vital for informed pavement engineering decisions and proactive management strategies.
考虑到沥青路面温度变化对材料刚度、强度和抗疲劳性能的深远影响,精确预测沥青路面温度变化对于优化设计和维护策略至关重要。然而,传统的预测方法常常与这些温度分布固有的随时间变化的复杂性作斗争。本研究提出了一种新的混合深度学习模型,整合了长短期记忆(LSTM)和门控循环单元(GRU)网络,利用实时气象数据精确预测不同深度的沥青路面日最高和最低温度。通过协同结合LSTM的长期依赖建模能力和GRU捕获短期模式的效率,并减轻LSTM的过拟合和GRU降低复杂序列的复杂性等个别缺点,LSTM-GRU架构显著提高了预测精度。从2018年5月到2023年3月,使用广泛的数据集进行严格的训练和验证,混合模型始终优于一套全面的基线模型,实现了卓越的预测精度,最高温度的平均R²值为0.95,最低温度的平均R²值为0.96,同时MAE, MSE和RMSE也有显着改善。此外,SHapley加性解释(SHAP)分析提供了关键的可解释性,确认大气和地表温度是最具影响力的预测因子,其次是风速、相对湿度和降水。这些发现明确地证明了LSTM-GRU混合系统的出色的稳健性、准确性和可解释性,为路面工程决策和主动管理策略提供了一个有前途的先进解决方案。
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引用次数: 0
Effects of aggregate gradation on asphalt mixture cracking and rutting: From laboratory testing to pavement-level modeling 骨料级配对沥青混合料开裂和车辙的影响:从实验室测试到路面水平模型
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-10 DOI: 10.1016/j.conbuildmat.2026.145884
Mohammad Sadeghi , Zane Hartzog , Nam Tran
Aggregate gradation adjustment remains underutilized in Balanced Mix Design (BMD) practice because limited systematic guidance exists on how gradation changes influence both cracking and rutting performance of asphalt mixtures. This study evaluates the effect of aggregate gradation on asphalt mixture performance while isolating its influence from other key design variables. Seven dense-graded mixtures were produced by varying virgin aggregate proportions within specification limits while holding asphalt binder content, nominal maximum aggregate size, and reclaimed asphalt pavement (RAP) content constant. Performance was characterized using IDEAL-CT, High-Temperature Indirect Tensile (HT-IDT), Hamburg Wheel Tracking (HWTT), and AMPT-based dynamic modulus, cyclic fatigue, and stress sweep rutting (SSR) tests. Pavement-level performance was assessed using FlexPAVE™ modeling. CTIndex consistently improved with coarser gradations and showed strong correlations with gradation-based parameters. Although HT-IDT indicated reduced high-temperature strength for coarser mixtures, HWTT results demonstrated that selected coarse gradations maintained comparable rutting resistance to the control mixture. Dynamic modulus and phase angle results revealed similar stiffness and viscoelastic response between the control (Fine 3) and the selected coarse mixture (Coarse 2), with Coarse 2 exhibiting a slightly lower Glover-Rowe parameter. Fatigue performance (DR and Sapp) and SSR-derived rutting susceptibility (RSI) were also comparable. FlexPAVE™ v2.2 predictions showed slightly higher percent damage, surface cracking, and rut depth for Coarse 2; however, reliability-based damage and cracking envelopes overlapped, and statistical testing indicated no significant differences. Overall, coarse gradation adjustments enhanced IDEAL-CT cracking resistance without substantially degrading rutting performance or predicted pavement-level distress, supporting aggregate gradation as a viable BMD design variable.
骨料级配调整在平衡配合比设计(BMD)实践中仍未得到充分利用,因为关于级配变化如何影响沥青混合料的开裂和车辙性能的系统指导有限。本研究评估了骨料级配对沥青混合料性能的影响,同时将其与其他关键设计变量的影响隔离开来。在保持沥青粘结剂含量、标称最大骨料尺寸和再生沥青路面(RAP)含量不变的情况下,在规范范围内通过不同的原始骨料比例生产出7种致密级配混合物。通过IDEAL-CT、高温间接拉伸(HT-IDT)、汉堡车轮跟踪(HWTT)和基于ampt的动态模量、循环疲劳和应力扫描车辙(SSR)测试对性能进行了表征。使用FlexPAVE™建模对路面级性能进行评估。CTIndex在较粗的分级中持续提高,并与基于分级的参数表现出很强的相关性。尽管HT-IDT表明较粗混合物的高温强度降低,但HWTT结果表明,选定的粗级配与对照混合物保持相当的抗车辙性。动态模量和相角结果显示,控制(Fine 3)和选定的粗混合物(粗2)之间的刚度和粘弹性响应相似,粗2的Glover-Rowe参数略低。疲劳性能(DR和Sapp)和ssr衍生的车辙敏感性(RSI)也具有可比性。FlexPAVE™v2.2预测显示,粗2的损坏、表面开裂和车辙深度百分比略高;然而,基于可靠性的损伤和破裂信封重叠,统计测试表明没有显著差异。总体而言,粗级配调整增强了IDEAL-CT的抗裂性,而不会显著降低车辙性能或预测路面水平的压力,支持骨料级配作为可行的BMD设计变量。
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引用次数: 0
Simulation of bacterial-based self-healing concrete: Reactive-transport modelling and semi-implicit finite difference implementation 基于细菌的自愈混凝土的模拟:反应传输模型和半隐式有限差分实现
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-10 DOI: 10.1016/j.conbuildmat.2026.145877
Yaolan Tang , Daniel Dias-da-Costa , Abhijit Mukherjee , Luming Shen
Self-healing concrete has emerged as a sustainable and cost-effective strategy to reduce maintenance demands, with microbially induced calcium carbonate precipitation (MICP) standing out as one of its most efficient and reliable healing mechanisms. This study presents a numerical model for simulating the MICP healing process in concrete cracks. The model explicitly describes bacterial growth, decay, attachment, and encapsulation through simplified kinetic equations, while incorporating temperature effects on bacterial activity, nutrient consumption, and urea hydrolysis. The reduction in crack permeability is captured by extending the classical parallel-plate flow formulation to account for calcium carbonate deposition. To ensure numerical stability and efficiency, a semi-implicit finite difference algorithm is developed, which explicitly evaluates nonlinear reaction terms while implicitly solving diffusion-advection transport equations. The model is verified against analytical solutions and validated using experimental data. Further simulations investigate capsule- and vascular-based healing strategies. Results demonstrate that the proposed model accurately reproduces the coupled biochemical-transport processes and serves as a reliable and efficient predictive tool for assessing MICP-induced crack healing in concrete.
自修复混凝土已经成为一种可持续的、具有成本效益的策略,以减少维护需求,微生物诱导碳酸钙沉淀(MICP)作为其最有效、最可靠的修复机制之一脱颖而出。本文提出了一种模拟混凝土裂缝中MICP愈合过程的数值模型。该模型通过简化的动力学方程明确描述了细菌的生长、腐烂、附着和封装,同时考虑了温度对细菌活性、养分消耗和尿素水解的影响。通过扩展经典平行板流公式来解释碳酸钙沉积,可以捕捉到裂缝渗透率的降低。为了保证数值计算的稳定性和效率,提出了一种半隐式有限差分算法,在隐式求解扩散-平流输运方程的同时显式求非线性反应项。用解析解对模型进行了验证,并用实验数据对模型进行了验证。进一步的模拟研究了基于胶囊和血管的愈合策略。结果表明,所提出的模型准确地再现了耦合的生化运输过程,并可作为评估混凝土中micp诱导的裂缝愈合的可靠和有效的预测工具。
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引用次数: 0
Graphene oxide as a nanoadditive in cementitious composites: A comparative study of portland and magnesium oxychloride cement binders 在胶凝复合材料中作为纳米添加剂的氧化石墨烯:硅酸盐和氯氧镁水泥粘结剂的比较研究
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-10 DOI: 10.1016/j.conbuildmat.2026.145870
Adéla Jiříčková , Anna-Marie Lauermannová , Ondřej Jankovský , Michal Lojka , Martina Záleská , Adam Pivák , Milena Pavlíková , Zbyšek Pavlík
The addition of graphene oxide (GO) to cement-based materials can improve their mechanical performance and durability. However, there are few direct comparisons between different binder systems. While GO has been widely studied in Portland cement (PC), its effect on alternative binders like magnesium oxychloride cement (MOC) has usually been explored separately and under different experimental conditions. This study offers a direct comparison of GO-modified PC and MOC composites, with both prepared and tested under the same conditions. Composites containing up to 1.0 wt% GO were assessed using XRD, SEM, EDS, XRF, MIP, and thermal analysis, as well as mechanical and hygric testing. The results indicate that GO does not change the basic phase structure of either binder system but leads to different responses based on the system. Flexural strength increased by as much as 17.6% in PC and 13.4% in MOC composites. Compressive strength showed an optimal level at moderate GO amounts but declined at higher levels. Water absorption and transport were slightly lower, especially with increased GO amounts. In MOC composites, water resistance improved, shown by higher softening coefficients and retained compressive strength. Thermal conductivity and volumetric heat capacity increased with more GO content. These findings show that GO's effect varies with the type of binder. In hydration-based PC systems, its impact mainly appears in microstructure and mechanical response. In crystallization-based MOC systems, changes in water performance are more noticeable. The study offers a controlled comparison that aids in designing GO-modified cement-based materials for specific engineering uses.
在水泥基材料中加入氧化石墨烯(GO)可以提高水泥基材料的力学性能和耐久性。然而,很少有不同粘结剂体系之间的直接比较。虽然氧化石墨烯在硅酸盐水泥(PC)中的应用已经得到了广泛的研究,但其对氯氧镁水泥(MOC)等替代粘结剂的影响通常是在不同的实验条件下单独研究的。本研究直接比较了氧化石墨烯改性PC和MOC复合材料在相同条件下制备和测试的结果。通过XRD、SEM、EDS、XRF、MIP、热分析以及力学和水力学测试,对氧化石墨烯含量高达1.0 wt%的复合材料进行了评估。结果表明,氧化石墨烯不会改变两种粘结剂体系的基本相结构,但会引起不同体系的反应。PC和MOC复合材料的抗弯强度分别提高了17.6%和13.4%。抗压强度在氧化石墨烯含量适中时表现为最佳水平,而在氧化石墨烯含量较高时则有所下降。吸水率和输水性略低,特别是随着氧化石墨烯量的增加。MOC复合材料的耐水性得到了改善,表现为更高的软化系数和保持的抗压强度。导热系数和体积热容随氧化石墨烯含量的增加而增加。这些发现表明,氧化石墨烯的效果随粘合剂的类型而变化。在水化PC体系中,其影响主要表现在微观结构和力学响应方面。在基于结晶的MOC体系中,水性能的变化更为明显。该研究提供了一个可控的比较,有助于设计用于特定工程用途的go改性水泥基材料。
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引用次数: 0
Quantitative multiscale characterization of interlayer interface morphology and bonding behavior in fiber-reinforced shotcrete linings 纤维喷射混凝土衬砌层间界面形态与粘结行为的多尺度定量表征
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-09 DOI: 10.1016/j.conbuildmat.2026.145880
Kaixin Zhu , Zuliang Zhong , Laiyang Li , Xinrong Liu , Nanyun Wang , Jun Xiong
The flatness of single-layer shotcrete lining interfaces is a critical factor affecting interlayer bonding performance. Conventional two-dimensional indices cannot capture the three-dimensional irregularity and multiscale roughness of interfaces. This study introduces a novel flatness index (PZD) based on three-dimensional laser scanning point clouds. Unlike traditional two-dimensional profile-based metrics, the PZD index is constructed using a weighted perpendicular deviation formulation, which enables full-field three-dimensional characterization and enhanced sensitivity to localized undulations and extreme morphological features. Single-layer shotcrete specimens with different PZD levels were prepared, followed by splitting tests, acoustic emission monitoring, and SEM analysis. Results show that interfacial bond strength increases from 0.588 MPa to 1.477 MPa (a maximum improvement of 151%) with increasing PZD, following an asymptotic enhancement–saturation trend (R² = 0.952). Morphology evolves from flat surfaces to groove interlocking and ultimately to pore-induced spalling under excessive roughness. Based on these observations, a two-stage multiscale mechanism is proposed: in the low–medium PZD stage, local interlocking dominates, whereas in the high PZD stage, global heterogeneity increases and energy dissipation intensifies, accompanied by stress concentration and potential instability. A quantitative control criterion was proposed (Δα(q)>0.60and 0.62K0.69), and a three-step closed-loop control pathway was established and validated in field applications. This study develops a multiscale evaluation framework integrating macroscopic mechanics, energy evolution, microscopic morphology, and multifractal analysis, providing theoretical and practical guidance for interface quality assessment and construction application of single-layer shotcrete linings.
单层喷射混凝土衬砌界面平整度是影响层间粘结性能的关键因素。传统的二维指标无法捕捉界面的三维不规则性和多尺度粗糙度。提出了一种基于三维激光扫描点云的平面度指数(PZD)。与传统的基于二维剖面的指标不同,PZD指数是使用加权垂直偏差公式构建的,可以进行全场三维表征,并增强对局部波动和极端形态特征的敏感性。制备不同PZD水平的单层喷射混凝土试件,进行劈裂试验、声发射监测和SEM分析。结果表明:随着PZD的增加,界面结合强度从0.588 MPa增加到1.477 MPa,最大提高幅度为151%,呈现渐近增强-饱和趋势(R²= 0.952);表面形态从平坦到沟槽互锁,最终在粗糙度过大的情况下形成孔致剥落。基于这些观测结果,提出了两阶段的多尺度机制:在低-中等PZD阶段,局部联锁占主导地位,而在高PZD阶段,整体非均质性增加,能量耗散加剧,伴随着应力集中和潜在的不稳定性。提出了定量控制准则(Δα(q)>;0.60和0.62≤K≤0.69),建立了三步闭环控制路径,并在现场应用中进行了验证。本研究建立了集宏观力学、能量演化、微观形貌和多重分形分析于一体的多尺度评价框架,为单层喷射混凝土衬砌界面质量评价和施工应用提供理论和实践指导。
{"title":"Quantitative multiscale characterization of interlayer interface morphology and bonding behavior in fiber-reinforced shotcrete linings","authors":"Kaixin Zhu ,&nbsp;Zuliang Zhong ,&nbsp;Laiyang Li ,&nbsp;Xinrong Liu ,&nbsp;Nanyun Wang ,&nbsp;Jun Xiong","doi":"10.1016/j.conbuildmat.2026.145880","DOIUrl":"10.1016/j.conbuildmat.2026.145880","url":null,"abstract":"<div><div>The flatness of single-layer shotcrete lining interfaces is a critical factor affecting interlayer bonding performance. Conventional two-dimensional indices cannot capture the three-dimensional irregularity and multiscale roughness of interfaces. This study introduces a novel flatness index (PZD) based on three-dimensional laser scanning point clouds. Unlike traditional two-dimensional profile-based metrics, the PZD index is constructed using a weighted perpendicular deviation formulation, which enables full-field three-dimensional characterization and enhanced sensitivity to localized undulations and extreme morphological features. Single-layer shotcrete specimens with different PZD levels were prepared, followed by splitting tests, acoustic emission monitoring, and SEM analysis. Results show that interfacial bond strength increases from 0.588 MPa to 1.477 MPa (a maximum improvement of 151%) with increasing PZD, following an asymptotic enhancement–saturation trend (<em>R</em>² = 0.952). Morphology evolves from flat surfaces to groove interlocking and ultimately to pore-induced spalling under excessive roughness. Based on these observations, a two-stage multiscale mechanism is proposed: in the low–medium PZD stage, local interlocking dominates, whereas in the high PZD stage, global heterogeneity increases and energy dissipation intensifies, accompanied by stress concentration and potential instability. A quantitative control criterion was proposed (<span><math><mrow><mi>Δ</mi><mi>α</mi><mo>(</mo><mi>q</mi><mo>)</mo><mspace></mspace><mo>&gt;</mo><mspace></mspace><mn>0.60</mn><mspace></mspace></mrow></math></span>and <span><math><mrow><mn>0.62</mn><mspace></mspace><mo>≤</mo><mi>K</mi><mo>≤</mo><mspace></mspace><mn>0.69</mn><mspace></mspace><mo>)</mo></mrow></math></span>, and a three-step closed-loop control pathway was established and validated in field applications. This study develops a multiscale evaluation framework integrating macroscopic mechanics, energy evolution, microscopic morphology, and multifractal analysis, providing theoretical and practical guidance for interface quality assessment and construction application of single-layer shotcrete linings.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"519 ","pages":"Article 145880"},"PeriodicalIF":8.0,"publicationDate":"2026-04-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"147388223","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Interfacial behavior and molecular insights into adhesion between metallurgical slag and bitumen for sustainable asphalt pavements 可持续沥青路面中冶金渣与沥青黏附的界面行为和分子洞察
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-11 DOI: 10.1016/j.conbuildmat.2026.145886
Haiqin Xu , Shaopeng Wu , Haopeng Wang , Jun Xie , Xinkui Yang , Yu Song , Jianlin Feng , Yaoyang Zhu
The massive accumulation of metallurgical slags has emerged as a major obstacle to the sustainable transformation of the steel industry, while metallurgical slags valued for excellent properties, represent a highly promising substitute for natural aggregates in asphalt pavements. However, its interfacial adhesion mechanism with bitumen remains insufficiently understood and significantly oversimplified. This research aims to explore interfacial behavior and molecular insights into adhesion between metallurgical slag and bitumen for sustainable asphalt pavements. Molecular models of metallurgical slags from different sources and bitumen were firstly established, then the construction of slag-bitumen interfacial systems, with quartz and calcite as controlled group. Molecular dynamics simulations were performed to reach equilibrium. Crystal structure, atomic diffusion, adhesion energy, and relative concentration distribution were analyzed respectively. Then, contact angle test, modified boiling test and moisture resistance test were then conducted to verify the adhesion behavior. The results show that the atomic structure and interfacial adhesion of metallurgical slags strongly depend on their chemical composition. Blast furnace slag exhibits a highly polymerized aluminosilicate network, whereas Fe- and Ca-rich steel slags present more depolymerized structures. Steel slags from different sources display distinct structural characteristics, leading to pronounced differences in adhesion behavior. The interfacial adhesion strength follows the order calcite > SS-1 > SS-5 > SS-4 > SS-2 > SS-3 > BFS > quartz. Bitumen–slag interactions are compositionally selective, with resins and aromatics contributing dominantly to adhesion, while asphaltenes and saturates play secondary roles. Macroscopic adhesion tests of adhesion and moisture resistance further confirm the simulation result. These findings would promote sustainable valorization of waste in asphalt pavements.
冶金渣的大量堆积已成为钢铁工业可持续转型的主要障碍,而冶金渣具有优良的性能,是沥青路面中天然集料的极有前途的替代品。然而,其与沥青的界面粘附机制仍然不充分了解和明显过于简化。本研究旨在探讨可持续沥青路面中冶金渣与沥青之间的界面行为和分子粘附特性。首先建立了不同来源冶金渣和沥青的分子模型,然后构建了以石英和方解石为对照组的渣-沥青界面体系。进行了分子动力学模拟以达到平衡。分别分析了晶体结构、原子扩散、粘附能和相对浓度分布。然后进行接触角试验、改性沸腾试验和耐湿试验,验证其粘附性能。结果表明,冶金渣的原子结构和界面附着力很大程度上取决于其化学成分。高炉渣表现出高度聚合的铝硅酸盐网络,而富铁和富钙钢渣则表现出更多的解聚合结构。不同来源的钢渣表现出不同的结构特征,从而导致附着性能的显著差异。接下来的界面粘附强度顺序方解石祝辞 SS-1 祝辞 SS-5 祝辞 SS-4 祝辞 SS-2 祝辞 SS-3 祝辞 BFS祝辞 石英。沥青与矿渣的相互作用具有选择性,树脂和芳烃对粘结力起主要作用,沥青质和饱和烃起次要作用。宏观黏附试验和抗湿性试验进一步证实了模拟结果。这些发现将促进沥青路面废物的可持续增值。
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引用次数: 0
Performance enhancement of SBS modified asphalt using polyurethane precursor-based reactive modifiers 聚氨酯前驱体反应性改性剂对SBS改性沥青性能的提高
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-11 DOI: 10.1016/j.conbuildmat.2026.145899
Junfu Liu , Lihao Song , Jiaqiu Xu , Tianshuai Li , Zepeng Fan , Yiqiu Tan , Dawei Wang
Polymer modifiers represented by SBS is widely used to enhance the mechanical performance and durability of asphalt pavement. However, complex environments and growing vehicle loads have placed higher requirements on the long-term performance of SBS modified asphalt. In this study, a polyurethane precursor-based reactive modifier (PRM) was incorporated into SBS modified asphalt, and the resulting SBS-PRM composite modified asphalt exhibited better pavement performance compared to conventional SBS-modified asphalt. The basic properties were measured to verify that the PRM composite modified asphalt satisfy the requirements in specification. Test procedures of dynamic shear rheometer and bending beam rheometer, were conducted to evaluate the rheological performance of modified asphalt binders. Experimental tests indicated that the high-temperature performance grades (PG) of SBS modified asphalt are enhanced due to the addition of PRM. The stress sensitivity of asphalt samples is reduced resulted in the excellent permanent deformation resistance. And the Bending beam rheometer (BBR) tests revealed that the addition of PRM did not significantly change the low-temperature PG of SBS modified asphalt, although a moderate increase in creep stiffness was observed. Besides, the SBS-PRM composite modified asphalt exhibit better fatigue resistance based on linear amplitude sweep (LAS) tests. The presence and interaction mechanisms of different modifiers were investigated using fluorescence microscopy and Fourier transform infrared spectroscopy. Furthermore, correlation analysis was employed to elucidate the relationship between chemical modification and the enhancement of asphalt performance. The findings of this study provide valuable insights for the practical implementation of PRM modifiers in asphalt pavement engineering applications.
以SBS为代表的聚合物改性剂被广泛用于提高沥青路面的力学性能和耐久性。然而,复杂的环境和日益增长的车辆载荷对SBS改性沥青的长期性能提出了更高的要求。将聚氨酯前驱体反应性改性剂(PRM)掺入SBS改性沥青中,所得SBS-PRM复合改性沥青的路用性能优于常规SBS改性沥青。通过对其基本性能的测试,验证了PRM复合改性沥青满足规范要求。通过动态剪切流变仪和弯曲梁流变仪的试验程序,对改性沥青粘结剂的流变性能进行了评价。试验结果表明,加入PRM后,SBS改性沥青的高温性能等级(PG)得到了提高。沥青试样的应力敏感性降低,具有良好的永久抗变形性能。弯曲梁流变仪(BBR)试验表明,PRM的加入没有显著改变SBS改性沥青的低温PG,但有适度的徐变刚度增加。此外,基于线性振幅扫描(LAS)试验,SBS-PRM复合改性沥青表现出更好的抗疲劳性能。利用荧光显微镜和傅里叶变换红外光谱研究了不同改性剂的存在及其相互作用机理。通过相关分析,阐明了化学改性与沥青性能提高之间的关系。本研究结果为PRM改性剂在沥青路面工程中的实际应用提供了有价值的见解。
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引用次数: 0
Piezoresistive mechanism of asphalt mixtures with carbon fibers 碳纤维沥青混合料的压阻机理
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-11 DOI: 10.1016/j.conbuildmat.2026.145903
Federico Gulisano , Juan Gallego , Freddy Richard Apaza Apaza , Rafael Jurado-Piña
The adoption of emerging sensing technologies to automate pavement management is crucial for developing Digital Twin solutions aimed at extending infrastructure lifespan, optimizing resource allocation, reducing rehabilitation costs, and ensuring road user safety. Incorporating carbon fibers can transform conventional asphalt mixtures into piezoresistive materials with self-sensing capabilities. However, the piezoresistive mechanisms and the capability to predict the viscoelastic behavior of carbon fibers asphalt mixtures remain uncertain. This study investigates the piezoresistive response of carbon fibers asphalt mixtures under dynamic loading conditions for self-sensing applications. Asphalt mixture specimens with varying carbon fibers contents were tested in the laboratory to assess the impact of carbon fibers content, loading frequency, and strain level on piezoresistive behavior. Results showed that the electrical response reflects the strain behavior of the mixtures, providing insight into both resilient and plastic strain components. This study contributes to advancing the development of materials with intrinsic sensing capabilities for monitoring asphalt pavement condition.
采用新兴传感技术实现路面管理自动化,对于开发旨在延长基础设施寿命、优化资源分配、降低修复成本和确保道路使用者安全的Digital Twin解决方案至关重要。加入碳纤维可以将传统的沥青混合物转变为具有自传感能力的压阻材料。然而,压阻机制和预测碳纤维沥青混合料粘弹性行为的能力仍然不确定。研究了碳纤维沥青混合料在动态加载条件下的压阻响应。在实验室中对不同碳纤维含量的沥青混合料试件进行了测试,以评估碳纤维含量、加载频率和应变水平对压阻性能的影响。结果表明,电响应反映了混合物的应变行为,提供了对弹性和塑性应变成分的深入了解。该研究有助于推动具有内在感知能力的材料的发展,以监测沥青路面状况。
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引用次数: 0
Laboratory investigation of anti-stripping agents for improving the interfacial interaction between PE wax modified asphalt binder and aggregate 改善PE蜡改性沥青粘结剂与集料界面相互作用的抗剥离剂的室内研究
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-11 DOI: 10.1016/j.conbuildmat.2026.145907
Jinyuan Lu , Wenguang Yang , Deli Sun , Silin Zhang , Chuanqiang Li , Chaoliang Fu , Zhimei Wang , Yangchi Zeng , Jiamei Du , Shaofeng Xu , Junwei Kou
The utilization of wax obtained from waste PE (PEW) as warm-mix additive (WMA) in asphalt pavement was attractive for environmental and economic benefits. However, this may lead to a decrease in the interfacial interaction between asphalt binder and aggregate, thus causing a moisture damage of asphalt pavement. In order to achieve the increase of PEW modified asphalt (WA) adhesion, this work investigated the effects of two types of anti-stripping agents (ASAs) with or without amino-group (XT-1 and KH-550) on the adhesion property and high-and-low temperature performance. Fourier transform infrared (FTIR) spectroscopy and Fluorescence microscope (FM) were employed to analyze the micro-properties of ASA modified WA binders. The DSR and BBR tests were used to evaluate the high-and-low temperature performance of the binders. The adhesion property of the binders was evaluated based upon surface free energy theory as well as using water-boiling method. The results indicated that both of the ASA and PEW can be dispersed into asphalt binder uniformly. Both the XT-1 and KH-550 improved the high temperature performance of WA. KH-550 improved the low temperature performance of WA based upon BBR results. In the terms of adhesion property of WA to limestone aggregate, the XT-1 and KH-550 improved the adhesion work of WA by 14% and 16%, respectively. This study suggested that the KH-550 with trimethylsilyl ether group and amino group can improve both the adhesion property and high-low temperature performance of WA.
利用废聚乙烯蜡作为沥青路面热混合添加剂具有良好的环境效益和经济效益。然而,这可能导致沥青粘结剂与骨料之间的界面相互作用减少,从而造成沥青路面的水分损伤。为了提高PEW改性沥青(WA)的附着力,研究了两种带或不带氨基的抗剥离剂(XT-1和KH-550)对粘结性能和高低温性能的影响。采用傅里叶变换红外光谱(FTIR)和荧光显微镜(FM)分析了ASA改性的WA粘合剂的微观性能。采用DSR和BBR试验对粘结剂的高低温性能进行了评价。利用表面自由能理论和沸水法对粘结剂的粘结性能进行了评价。结果表明,ASA和PEW均能均匀分散到沥青粘结剂中。XT-1和KH-550都提高了WA的高温性能。KH-550在BBR结果的基础上改善了WA的低温性能。在WA对石灰石骨料的粘接性能方面,XT-1和KH-550分别使WA的粘接性能提高14%和16%。本研究表明,加入三甲基硅醚基团和氨基基团的KH-550既能提高WA的粘附性能,又能提高WA的高低温性能。
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引用次数: 0
Durability-related synergistic hydration and mechanical performance of electrolytic manganese residue-based binders 电解锰渣基粘合剂与耐久性相关的协同水化和力学性能
IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2026-04-11 Epub Date: 2026-03-11 DOI: 10.1016/j.conbuildmat.2026.145876
Liang Tang , Xiangping Xian , Zhaoyi He
A ternary solid-waste binder composed of carbide slag (CS), electrolytic manganese residue (EMR), and ground granulated blast-furnace slag (GGBS) was developed, and its workability, mechanical properties, hydration mechanism, and durability performance were systematically investigated. The results showed that, under the strong alkalinity provided by CS, the dissolved sulfates in EMR actively reacted with the reactive SiO₂ and Al₂O₃ in GGBS, generating abundant ettringite (AFt) and calcium-alumino-silicate-hydrate (C-A-S-H) gels, thereby densifying the microstructure and the interfacial transition zone (ITZ). Consequently, the CS-EMR-GGBS mortar achieved a 28-day compressive strength of 45.84 MPa at the optimum mix proportion (4% CS, 55% EMR, and 41% GGBS). Regarding volumetric stability, the mortar exhibited moderate expansion during water curing, whereas its drying shrinkage under air curing was significantly lower than that of ordinary Portland cement (OPC). Under sulfate exposure, the mortar displayed a notable “self-adaptive sulfate-induced strengthening” effect, with the compressive strength increasing to 55.56 MPa after 360 days in a 5% Na₂SO₄ solution, which is attributed to additional AFt formation and further microstructural densification. In contrast, its resistance to carbonation, freeze-thaw cycles, and wet-dry cycling was comparatively weaker, mainly due to the limited stability of AFt and the insufficient Ca(OH)₂ reserve. Overall, this study elucidates the sulfate-driven hydration mechanism and microstructural densification process of the CS-EMR-GGBS mortar and provides a systematic evaluation of its durability performance. These findings offer mechanistic insights and performance evidence that support the engineering application of EMR-based eco-friendly cementitious materials.
研制了一种由电石渣(CS)、电解锰渣(EMR)和磨粒高炉渣(GGBS)组成的三元固废粘结剂,并对其和易性、力学性能、水化机理和耐久性进行了系统研究。结果表明,在CS提供的强碱性作用下,EMR中溶解的硫酸盐与GGBS中的活性sio2和Al₂O₃积极反应,生成丰富的钙矾石(AFt)和钙铝硅酸盐水合物(C-A-S-H)凝胶,从而使微观结构和界面过渡区(ITZ)致密化。因此,CS-EMR-GGBS砂浆在最佳配合比(4% CS, 55% EMR, 41% GGBS)下的28天抗压强度为45.84 MPa。在体积稳定性方面,该砂浆在水养护过程中表现出适度的膨胀,而在空气养护过程中其干燥收缩率明显低于普通硅酸盐水泥(OPC)。在硫酸盐作用下,砂浆表现出明显的“自适应硫酸盐诱导强化”效应,在5%的Na₂SO₄溶液中处理360天后,砂浆的抗压强度提高到55.56 MPa,这主要归因于AFt的额外形成和进一步的微观结构致密化。相反,其抗碳酸化、冻融循环和干湿循环的能力相对较弱,主要是由于AFt的稳定性有限,Ca(OH) 2储备不足。总体而言,本研究阐明了CS-EMR-GGBS砂浆的硫酸盐驱动水化机理和微观结构致密化过程,并对其耐久性性能进行了系统评价。这些发现为emr基环保胶凝材料的工程应用提供了机理见解和性能证据。
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引用次数: 0
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Construction and Building Materials
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