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重复加载下路基填土的临界动应力和永久变形初探
引用本文:蔡英,曹新文.重复加载下路基填土的临界动应力和永久变形初探[J].西南交通大学学报,1996,31(1):1-5.
作者姓名:蔡英  曹新文
作者单位:西南交通大学铁道及道路工程系
摘    要:本文针对路基填土在列车荷载重复作用下产生永久变形的问题,利用动三轴试验,研究了重复加载条件下,土体的临界动应力和永久应变随加载次数、加载频率和周围压力变化的规律,对高速铁路和重载铁路路基设计有重要的参考价值.

关 键 词:路基  临界动应力  永久应变  重复加载

Study of the Critical Dynamic Stress and Permanent Strain of the Subgrade-Soil under the Repeated Load
Cai Ying Cao Xinwen.Study of the Critical Dynamic Stress and Permanent Strain of the Subgrade-Soil under the Repeated Load[J].Journal of Southwest Jiaotong University,1996,31(1):1-5.
Authors:Cai Ying Cao Xinwen
Abstract:The Permanent deformation of subcode soil under reacted wheel-loading is analyzed by the repeated loading triaxial tot. The vacation of the critical dyllamic stress of subgrade-soil with the change of the loading frequency and the confining stress are studied. The conclusions are siginificant to the design of the subgtade or fotmation of high- speed railways and heavy-haul railways.
Keywords:subgrade  critical dynamic stress  Permanent strain  repeated load
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