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Road Materials and Pavement Design最新文献

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Semi-analytical modelling of realistic tire-pavement contact: an analysis of pavement surface cracking damage under critical driving conditions 现实轮胎与路面接触的半分析建模:临界驾驶条件下路面表面开裂损坏分析
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-08-03 DOI: 10.1080/14680629.2024.2386017
Débora Cardoso da Silva, Ndrianary Rakotovao Ravahatra, Benoit Picoux, Philippe Reynaud, Sylvie Yotte, Christophe Petit
This paper aims to evaluate the surface cracking phenomenon on a flexible pavement subjected to diverse vehicle running conditions. Top-down cracking initiation is addressed through a continuum dam...
本文旨在评估柔性路面在不同车辆行驶条件下的表面开裂现象。自上而下的开裂起因是通过连续坝来解决的。
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引用次数: 0
Resilient and rutting response of unbound granular material and subgrade soil influenced by initial state and stress conditions 受初始状态和应力条件影响的无约束颗粒材料和路基土的弹性和车辙响应
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-07-31 DOI: 10.1080/14680629.2024.2383942
Troyee Tanu Dutta, Amir Tophel, Jayantha Kodikara
Unbound pavements with thin seals, where traffic loads are primarily supported by unbound granular layers and subgrade soil, are favoured for their low initial cost. Rutting, the primary distress m...
无粘结薄层密封路面的交通荷载主要由无粘结颗粒层和基层土壤支撑,因其初始成本低而受到青睐。车辙是造成路面损坏的主要原因。
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引用次数: 0
Prediction of asphalt low-temperature performance by FTIR spectra using comparative modelling strategy 使用比较建模策略,通过傅立叶变换红外光谱预测沥青的低温性能
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-07-31 DOI: 10.1080/14680629.2024.2383915
Zonghao Yang, Bo Su, Haibo Ding, Yanjun Qiu, Dongqing Zhong
In this paper, partial least square regression (PLSR) and artificial neural network (ANN) were used to predict three asphalt low-temperature index: low-temperature performance grade (LTPG), low-tem...
本文采用偏最小二乘法回归(PLSR)和人工神经网络(ANN)预测了三种沥青低温指标:低温性能等级(LTPG)、低温性能等级(LTPG)和低温性能等级(ANN)。
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引用次数: 0
Influence of ageing and moisture conditions on the ravelling resistance of the micro-surfacing mix 老化和湿度条件对微铺面混合料抗起伏性的影响
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-07-22 DOI: 10.1080/14680629.2024.2379869
Nishant Bhargava, Anjan Kumar Siddagangaiah, Teiborlang Lyngdoh Ryntathiang
In this study, the durability of the micro-surfacing mix was assessed by investigating the synergistic effect of ageing and moisture conditioning on ravelling. A total of 30 combinations of conditi...
在这项研究中,通过调查老化和水分调节对碎石的协同作用,对微铺面混合料的耐久性进行了评估。研究共使用了 30 种不同的湿度调节组合。
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引用次数: 0
Strength and durability characteristics of geopolymer treated pond ash as pavement material 经土工聚合物处理的池塘灰作为路面材料的强度和耐久性特征
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-07-19 DOI: 10.1080/14680629.2024.2379876
Datla Neeraj Varma, Suresh Prasad Singh
This study evaluated the strength and durability characteristics of pond ash (PA) treated with geopolymer (3%, 6%, 9%, 12%, and 15%, by dry weight of PA) and compared them with Portland cement and ...
本研究评估了用土工聚合物(按土工聚合物干重计算,分别为3%、6%、9%、12%和15%)处理过的池塘灰(PA)的强度和耐久性特征,并将其与波特兰水泥(Portland cement)和...
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引用次数: 0
Response surface regression and machine learning models to predict the porosity and compressive strength of pervious concrete based on mix design parameters 基于混合设计参数预测透水混凝土孔隙率和抗压强度的响应面回归和机器学习模型
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-07-09 DOI: 10.1080/14680629.2024.2374885
Navaratnarajah Sathiparan, Sathushka Heshan Wijekoon, Rinduja Ravi, Pratheeba Jeyananthan, Daniel Niruban Subramaniam
This study investigates the influence of aggregate size, aggregate-to-cement ratio, and compaction effort on pervious concrete's porosity and compressive strength. It proposes using response surfac...
本研究探讨了骨料粒度、骨料与水泥比以及压实力度对透水混凝土孔隙率和抗压强度的影响。它建议使用响应表面...
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引用次数: 0
Performance evaluation of marginal materials in geosynthetic reinforced base layers 土工合成材料加固基层中边缘材料的性能评估
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-07-09 DOI: 10.1080/14680629.2024.2373228
Divakar Minchala, Bharat Gottumukkala, P. S. Prasad, Surya Teja Swarna
The high-altitude regions are prone to natural disasters such as landslides, and tunnelling that generate substantial amounts of debris. Utilising these waste (marginal) materials in the pavement s...
高海拔地区容易发生山体滑坡和隧道挖掘等自然灾害,从而产生大量废弃物。利用这些废料(边角料)铺设路面,可以有效地减少路面塌方的风险。
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引用次数: 0
Mechanical strength of an hot-mix asphalt using recycled concrete aggregate: mass and volume proportioning 使用再生混凝土骨料的热拌沥青的机械强度:质量和体积配比
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-07-03 DOI: 10.1080/14680629.2024.2371338
Jorge Elias Sejin-Garces, Galo Ahumada-Navarro, Hugo Alexander Rondón-Quintana, Fredy Alberto Reyes-Lizcano, Juan Gabriel Bastidas-Martínez
The generation of solid waste produced by the construction sector is considered a major problem worldwide. Several studies have been conducted to evaluate the use of construction and demolition was...
建筑行业产生的固体废物被认为是世界范围内的一个主要问题。已经开展了多项研究,以评估建筑和拆卸废物的使用情况。
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引用次数: 0
Exploring the impact of humidity and water on bituminous binder aging: a multivariate analysis approach (TI CAB) 探索湿度和水对沥青粘结剂老化的影响:一种多元分析方法(TI CAB)
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-06-17 DOI: 10.1080/14680629.2024.2364189
Sadaf Khalighi, Sandra Erkens, Aikaterini Varveri
Bituminous binders naturally age, affecting the properties and performance of asphalt pavements. The physical and chemical characteristics of binders are influenced by environmental factors, leadin...
沥青胶结料会自然老化,从而影响沥青路面的特性和性能。胶结料的物理和化学特性受环境因素的影响,导致胶结料的老化。
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引用次数: 0
Use of Hansen Solubility Parameters (HSP) in the selection of highly effective rejuvenators for aged bitumen 利用汉森溶解度参数(HSP)为老化沥青选择高效再生剂
IF 3.7 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-05-30 DOI: 10.1080/14680629.2024.2357684
Yongping Hu, Anand Sreeram, Wei Xia, Haopeng Wang, Lu Zhou, Wei Si, Gordon D. Airey
While there is considerable research regarding the recycling and reuse of aged bitumen in terms of the evaluation of rheological properties, there is not much fundamental understanding regarding th...
尽管从流变特性评估的角度对老化沥青的回收和再利用进行了大量研究,但对其流变特性的基本认识却不多。
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引用次数: 0
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Road Materials and Pavement Design
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