首页> 外文会议>International Conference on Soil Mechanics and Geotechnical Engineering(16 ICSMGE) vol.3; 2005; Osaka(JP) >Deformation characteristics of railway asphalt roadbed under a moving wheel load
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Deformation characteristics of railway asphalt roadbed under a moving wheel load

机译:动轮荷载作用下铁路沥青路基的变形特性

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For the purpose of a basic study to develop a relevant performance-based design method for railway asphalt roadbed, resilient and residual deformation characteristics of roadbed and subgrade were evaluated by means of scale model tests. In this study, moving-wheel loading tests were carried out, because the deformation characteristics under fixed-point loading were substantially different from that under traveling trainloads. This paper discusses the effect of the stiffness and thickness of roadbed on the resilient and residual deformation of roadbed and subgrade under the moving-wheel loads.
机译:为了进行基础研究,开发一种基于性能的铁路沥青路基设计方法,通过比例模型试验评估了路基和路基的弹性和残余变形特性。在这项研究中,进行了动轮载荷试验,因为定点载荷下的变形特性与行进列车载荷下的变形特性有很大不同。本文讨论了动轮荷载作用下路基刚度和厚度对路基和路基弹性变形和残余变形的影响。

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