Shear Instability of Saturated Soil Considering the Gradients of Strain and Pore Pressure

作     者：鲁晓兵 崔鹏 LU Xiao-bing;CUI Peng

作者机构：InstituteofMechanicsChineseAcademyofSciences InstituteofEnvironmentandMountainHazard 

出 版 物：《Journal of Shanghai University(English Edition)》 (上海大学学报（英文版）)

年 卷 期：2003年第7卷第2期

页      面：138-142页

学科分类：08[工学] 080104[工学-工程力学] 0815[工学-水利工程] 0801[工学-力学（可授工学、理学学位）] 

基　　金：ProjectsupportedbytheNationalNaturalScienceFoundationofChina (GrantNo .40 0 2 5 10 3 ) 

主　　题：saturated soil instability gradient. 

摘      要：The dynamic instability of saturated soil considering the gradients of strain and pore pressure was discussed in this *** inertia and the drainage effects were considered and the Perturbation method was *** is shown that the strain gradient and pore pressure gradient are positive factors for the instability of saturated soil.