Indoor experimental study on express railway embankment with weathered soft rock

QING Qi-xiang1; WANG Yong-he1; LI Guang-yao2; GUO Jian-hu3

doi:10.16285/j.rsm.2006.07.020

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Indoor experimental study on express railway embankment with weathered soft rock

更新时间：2026-06-25

- Indoor experimental study on express railway embankment with weathered soft rock
- Issue 7, Pages: 1119-1123(2006)
- 作者机构：
  
  1. 中南大学土木学院
  2. 湖南大学机械与汽车工程学院
  3. 铁道部第四勘察设计院,长沙,410083
  4. ,武汉,430037
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2006.07.020
  CLC： U213.11
- Published：2006
- 稿件说明：
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[1]卿启湘,王永和,李光耀,郭建湖.软岩填筑高速铁路路堤的室内试验研究[J].岩土力学,2006(07):1119-1123+1128.

QING Qi-xiang1, WANG Yong-he1, LI Guang-yao2, et al. Indoor experimental study on express railway embankment with weathered soft rock[J]. 2006, (7): 1119-1123.
[1]卿启湘,王永和,李光耀,郭建湖.软岩填筑高速铁路路堤的室内试验研究[J].岩土力学,2006(07):1119-1123+1128. DOI： 10.16285/j.rsm.2006.07.020.

QING Qi-xiang1, WANG Yong-he1, LI Guang-yao2, et al. Indoor experimental study on express railway embankment with weathered soft rock[J]. 2006, (7): 1119-1123. DOI： 10.16285/j.rsm.2006.07.020.

摘要

介绍了全风化及强风化软岩岩块作为高速铁路路堤的室内模型试验研究

得出了模型路堤基床系数K30、变形模量Ev1和变形系数Ev2等物理力学材料参数。采用Drucker-Prager材料有限元理论

分析了路堤在竖向准静循环荷载作用下的应力和变形特性

并与试验结果进行了比较

计算值和实测值较吻合

其对软岩岩土填筑路堤设计、施工与质量控制起到一定的借鉴作用。

Abstract

The indoor model experimental study on the physico-mechanical properties of pavement with weathered gravelly sands and argillite slate rock as the express railway embankment under quasi-static cyclic loads is introduced.Based on observations of some experiments

using biggest dry density and the optimum moisture content in its filling

the physico-mechanical properties including the moisture content of water

dry density

porosity ratio

angle of internal friction

cohesion value

displacements

stresses

permanent deformations

pressure distribution

bedding coefficient K30

deformation modulus Ev1 and deformation coefficient Ev2 of the embankment etc.

are obtained.With constitutive model for Drucker-Prager material

the stress and deformation characteristics of the pavement under quasi-static cyclic loads are analyzed by using finite element method.The numerical solutions are close with experimental ones.It is expected to put into use for design of pavement

control of compaction quality and construction in subgrade filling engineering.

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Related Author

QING Qi-xiang

WANG Yong-he

LI Guang-yao

GUO Jian-hu

ZHANG Fang

LIU Quan-sheng

ZHANG Cheng-yuan

JIANG Jing-dong

Related Institution

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

School of Civil and Architectural Engineering, Wuhan University

The Fourth Survey and Design Institute of China Railway

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

Key Laboratory of Exploitation of Southwest Resources and Environmental Hazards Control Engineering Ministry of Education, Chongqing University

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