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土压力-位移关系的应力路径试验研究
引用本文:殷德顺,王保田,李向凤.土压力-位移关系的应力路径试验研究[J].岩土力学,2008,29(10).
作者姓名:殷德顺  王保田  李向凤
作者单位:1. 河海大学,工程力学系,南京,210098;河海大学,岩土工程研究所,南京,210098
2. 河海大学,岩土工程研究所,南京,210098
基金项目:河海大学校科研和教改项目
摘    要:提出了一种通过应力路径试验研究土压力一位移关系的方法.通过室内应力路径试验得到了土压力-应变关系,结合由理论分析得到的位移-应变关系,最终得到土压力-位移关系.与某实例的有限元模拟结果对比,证明该方法是有效的.

关 键 词:土压力位移关系  应力路径  有限元法  水平位移  水平应变

Research on relation between soil pressure and displacement by tests of stress paths
YIN De-shun,WANG Bao-tian,LI Xiang-feng.Research on relation between soil pressure and displacement by tests of stress paths[J].Rock and Soil Mechanics,2008,29(10).
Authors:YIN De-shun  WANG Bao-tian  LI Xiang-feng
Institution:YIN De-shun1,2,WANG Bao-tian2,LI Xiang-feng2(1.Department of Engineering Mechanics,Hohai University,Nanjing 210098,China,2.Research Institute of Geotechnical Engineering,China)
Abstract:A research technique about the relation between soil pressure and displacement is given.In the method,two relation are gained.One relation is between soil pressure and strain from tests of stress paths;the other given by theoretical analyses is between displacement and strain,then the relation between soil pressure and displacement is obtained in response to the two relations mentioned above.According to the finite element analysis of an example,the research technique is proved to be easy and practical.
Keywords:relation between soil pressure and displacement  stress paths  finite element method(FEM)  horizontal displacement  horizontal strain  
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