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均质粘性土坡稳定分析的理论解析法
引用本文:刘永户.均质粘性土坡稳定分析的理论解析法[J].陕西理工学院学报(自然科学版),1997(3).
作者姓名:刘永户
作者单位:陕西工学院建工系
摘    要:根据瑞典圆弧法的基本概念和基本假定,通过数学推导,提出了均质粘性土坡稳定分析的理论解析法,较之常用的圆弧法,计算工作量大为减少,且易于编写计算程序。

关 键 词:土坡稳定  圆弧法  滑动力矩  抗滑力矩

The Theoretical Analysis of Slope Stability of Homogeneous Clay
Liu Yonghu.The Theoretical Analysis of Slope Stability of Homogeneous Clay[J].Journal of Shananxi University of Technology:Natural Science Edition,1997(3).
Authors:Liu Yonghu
Institution:Dept.of E.C.of Shaanxi Institute of technology
Abstract:According to the fundamental concepts and the assumption of sweden circular,arc methods,this paper presents a theoretical analysis of the slope stability of homogenous clay by mathematical introduction.As conpaved with the common are methods,the working magnitude of calculation is greatly decreased and easily written into calculating program.
Keywords:Slope stability  Circular arc analysis  Slip moment of force  Anti-slip moment of force  
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