Slope stability analysis by the method of limiting equilibrium

被引：0
|
作者：
Pink, M.N.
机构：
来源：
Osnovaniya, Fundamenty i Mekhanika Gruntov | 1993年 / 05期
关键词：
Calculations - Equations of state - Loads (forces) - Slope stability - Soils - Stress analysis;
D O I：
暂无
中图分类号：
TU4 [土力学、地基基础工程];
学科分类号：
081401 ;
摘要：
A method for calculating the slope stability in a soil mass is proposed. This method differs from the well-known methods, based on equilibrium equations for individual elements of this mass, by assumptions related to the application height of the interelement forces. These assumptions are used by the author for obtaining a solution. A program for automatic calculation is available.
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页码：8 / 10
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