A Three-Dimensional Analysis Method for the Stability against Deep Sliding of Concrete Dam on Rock Foundation with Mud Layers

被引：3

作者：

Liu, Yun ^{[1
]}

Wu, Yong Xin ^{[1
]}

机构：

[1] Tianjin Univ, Hydraul Simulat & Safety State Key Lab, Tianjin 300072, Peoples R China

来源：

ADVANCED TECHNOLOGIES IN MANUFACTURING, ENGINEERING AND MATERIALS, PTS 1-3 | 2013年 / 774-776卷

关键词：

Concrete dam; Rock foundation with mud layer; Three-dimensional stability; GRAVITY DAM;

D O I：

10.4028/www.scientific.net/AMR.774-776.48

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

With the limit equilibrium method for the rigid body, this paper deduces a three-dimensional analysis method for the stability against sliding of concrete darn on rock foundations with mud layers on the basis of the stability against sliding of wedge. The engineering practices show that it is economical and reasonable to apply the method given here to the analysis for the stability of concrete dam foundation with mud layers in the case that the darn axis being not parallel to the strike of mud layers.

引用

页码：48 / 53

页数：6

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