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Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, Volume 1最新文献

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Measurement of modulus of subgrade reaction for geogrid stabilized roadways 土工格栅稳定道路路基反力模量的测定
Prajwol Tamrakar, M. Wayne, G. Fountain, D. White, Pavana K. R. Vennapusa
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引用次数: 0
Analysis and modelling of the main causes of unsatisfactory quality of transportation infrastructures 交通基础设施质量不理想的主要原因分析与建模
F. Praticò, A. Astolfi, R. Fedele
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引用次数: 0
Impact of introducing longer and heavier vehicles on the bearing capacity of pavement subgrades 引入更长、更重车辆对路面路基承载能力的影响
M. Rahman, S. Erlingsson
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引用次数: 0
Post-Modern Pavement: Theory, concept, performance and challenges 后现代路面:理论、概念、性能与挑战
A. Jamshidi, G. White
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引用次数: 0
Freeze-thaw performance of granular roads stabilized with optimized gradation and clay slurry 优化级配和粘土浆稳定颗粒路面冻融性能
Z. Xue, J. Ashlock, B. Cetin, Sajjad Satvati, H. Ceylan, Yijun Wu, Cheng Li
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引用次数: 0
Study on low-temperature crack resistance of zirconium tungstate modified asphalt mastic and asphalt mixtures 钨酸锆改性沥青胶浆及沥青混合料低温抗裂性能研究
Z. Pei, J. Yi, D. Feng, J.J. Li
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引用次数: 0
Evaluating the effect of mineralogy and mechanical stability of recycled excavation materials by Los Angeles and micro-Deval test 采用Los Angeles试验和micro-Deval试验评价循环开挖材料矿物学和力学稳定性的影响
S. Adomako, R. T. Thorstensen, N. Akhtar, M. Norby, C. Engelsen, T. Danner, D. Barbieri
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引用次数: 0
Stress random distributions on railway subgrade surface under train loads considering irregular shapes of ballast 考虑碴道形状不规则的列车荷载作用下铁路路基表面应力随机分布
J. Xiao, L. Xue, P. Jing, D. Zhang
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引用次数: 0
Origin, Usage and Production of Unbound Granular Materials for Road Construction 筑路用散体颗粒材料的来源、用途和生产
G. Bjarnason, H. Johansson, S. Davitt
This paper draws mainly on Chapter 3 of the final report of the European Commission COST 337 action where an overview was given, based on the work of Task Group 2c, on the granular materials that are used in unbound layers of road construction in Europe. The overview is based on information collected from all participating countries. Chapter 3 of the final report also reviews, based on the work of Task Group 2d, production, construction and quality control practices for road work in Europe but this paper gives an overview on the production practices. There are continuing requirements for more efficient use of road building materials, which are no longer as readily available as earlier. Environmental constraints are increasingly preventing the use of naturally occurring materials, which means that granular materials must be used with greater efficiency. Secondary materials, not previously used, should be increasingly used in road pavements. For the covering abstract see ITRD E118503.
本文主要借鉴了欧盟委员会COST 337行动最终报告的第3章,其中根据2c任务组的工作,概述了欧洲道路建设中未粘结层中使用的颗粒材料。概述是根据从所有参与国收集的信息编制的。最后报告的第3章也审查,基于任务组2的工作,生产,施工和质量控制实践的道路工作在欧洲,但本文给出了生产实践的概述。目前仍然需要更有效地使用筑路材料,因为这些材料不再像以前那样容易获得。环境限制越来越阻碍天然材料的使用,这意味着颗粒材料必须以更高的效率使用。以前未使用的二次材料应越来越多地用于道路路面。相关摘要见ITRD E118503。
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引用次数: 0
Repeated Load Aggregate Degradation 重复负载聚合退化
V. Diyaljee
Degradation of a variety of aggregate types, commonly used as ballast by the CN and CP railroads in Canada, and a non-ballast, were evaluated in the laboratory under different gradings, applied stresses, and density conditions. The ballasts were subjected to the one-dimensional and triaxial repeated loading stress states, encompassing some of the conditions likely to occur under tie-ballast track support systems. The results of these tests have demonstrated that the Mill Abrasion (MA), which is a measure of an aggregate's hardness, and the Los Angeles Abrasion (LAA), which measures the toughness of the aggregate, are the best indicators of degradation performance of an aggregate subjected to repetitive loads. The results also suggest that these material characteristics can be used to evaluate unbound aggregates for use in highway and airfield pavement structures as similar aggregate types are utilized in these systems as well. For the covering abstract see ITRD E118503.
在实验室中,对加拿大CN和CP铁路常用的各种骨料类型和非镇流器在不同等级、外加应力和密度条件下的降解情况进行了评估。本文研究了压碴体的一维和三轴重复加载应力状态,包括了压碴轨道支撑系统下可能出现的一些情况。这些试验结果表明,衡量骨料硬度的磨磨磨损(MA)和衡量骨料韧性的洛杉矶磨损(LAA)是衡量骨料在重复载荷作用下退化性能的最佳指标。结果还表明,这些材料特性可用于评价公路和机场路面结构中使用的未粘结骨料,因为这些系统中也使用了类似的骨料类型。相关摘要见ITRD E118503。
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引用次数: 0
期刊
Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, Volume 1
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