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砂性土边坡稳定性离心模型试验研究
引用本文:陈强,孟国伟,刘世东. 砂性土边坡稳定性离心模型试验研究[J]. 水文地质工程地质, 2011, 38(2): 58-62
作者姓名:陈强  孟国伟  刘世东
作者单位:西南交通大学土木工程学院;
基金项目:国家自然科学研究基金项目(40772174)
摘    要:借助于西南交通大学TLJ-2型离心机,具体研究了不同含水率下三组砂性土边坡模型的稳定及破坏情况,并分析了砂性土边坡的破坏机理和破坏特征。试验结果表明:含水量是影响砂性土边坡稳定的重要因素。从边坡模型破坏后情况分析,对于有着多级平台的砂性土边坡,滑面较浅,沿各级平台后缘拉裂而坍塌,其破坏类型属于牵引式滑动。

关 键 词:砂性土边坡   离心试验   含水率

Centrifuge model tests on the stability of sandy soil slopes
CHEN Qiang,MENG Guo-wei,LIU Shi-dong. Centrifuge model tests on the stability of sandy soil slopes[J]. Hydrogeology and Engineering Geology, 2011, 38(2): 58-62
Authors:CHEN Qiang  MENG Guo-wei  LIU Shi-dong
Affiliation:Civil Engineering College,Southwest Jiaotong University,Chengdu 610031,China
Abstract:Based on the TLJ-2 centrifuge of Southwest Jiaotong University,the stability and damage of sandy soil slope models under different moisture contents were concretely studied.Test results showed that the stability of sandy soil slopes had close relationship with moisture content.According to the damage situation after test,in regard to sandy soil slopes which have multiple platforms,whose slip surface was shallow and collapsed by tension crack along different levels of the plot form.The failure type of sandy ...
Keywords:sandy soil slope  centrifuge model test  moisture content  
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