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非饱和土土力学工程应用方法
引用本文:姚攀峰,张明,张振刚,祁生文.非饱和土土力学工程应用方法[J].工程地质学报(英文版),2005,13(3):346-352.
作者姓名:姚攀峰  张明  张振刚  祁生文
作者单位:清华大学土木水利学院,北京,100084;北京交通大学土木建筑工程学院,北京,100044;中国科学院地质与地球物理研究所,北京,100029
摘    要:通过引入文1]提出的广义朗肯土压力计算公式,本文针对非饱和土主动(被动)土压力计算问题提出了工程应用方法,能够把非饱和土土压力理论应用于实际工程。该方法可以推广到非饱和土地基承载力、边坡稳定等其他领域,从而为非饱和土土力学理论应用于工程实践提供了一个新的思路。

关 键 词:非饱和土  土力学  工程  应用方法
收稿时间:2004-09-03
修稿时间:2004-10-27

IMPLEMENTATION METHOD OF THE UNSATURATED SOIL MECHANICS IN ENGINEERING
YAO Panfeng,ZHANG Ming,ZHZNG Zhengang,QI Shengwen.IMPLEMENTATION METHOD OF THE UNSATURATED SOIL MECHANICS IN ENGINEERING[J].Journal of Engineering Geology,2005,13(3):346-352.
Authors:YAO Panfeng  ZHANG Ming  ZHZNG Zhengang  QI Shengwen
Institution:1.School of Civil Engineering, Tsinghua University, Beijing 100084;2.Civil and Construction Engineering College, Beijing Jiaotong University, Beijing 100044;3.Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029
Abstract:By using the generalized Rankine theory 1 ], the active and passive earth pressures of unsaturated soils are assessed. A new implementation method is developed and recommended, which can put the generalized Rankine theory into practice in engineering. The method can also be applied in solving other related problems in unsaturated soil mechanics, such as the bearing capacity of foundation, slope stability, etc. It will eventually provide a different way for use of the unsaturated soil mechanics in engineering.
Keywords:Unsaturated soils  Unsaturated soil mechanics  Engineering  Implementation method
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