Stability reliability analysis and optimization design of slope

被引：0
|
作者：
Wang, BT [1 ]
Luo, YW [1 ]
机构：
[1] Hohai Univ, Nanjing, Peoples R China
来源：
COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 2 | 1997年
关键词：
D O I：
暂无
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
According to the maximum principle which was put forward by academician Jiazheng Pan,the limit state equations have been derived for the method of ultimate equilibrium analysis of slope stability to general sliding surfaces. The calculating steps of reliability analysis method have been given out from JC method. A model of optimzation design of slope has built up. A example makes clear the advantage of slope design by the method of reliability optimizatoin analysis.
引用
收藏
页码：805 / 808
页数：4
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