A study on some issues for slope stability analysis by finite element method

被引：0

作者：

Qin Wei-xing ^{[1
]}

Chen Sheng-hong ^{[1
]}

Chen Shi-jun ^{[2
]}

机构：

[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China

[2] Sinohydro Corp, Beijing 100000, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2006年 / 27卷 / 04期

关键词：

slope stability; finite element method; safety index; judging criterion; AFEAS software;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Fundamental theories of slope stability analysis by finite element method are introduced systematically. Safety index and judging criterion are discussed in detail; and related visual analysis software AFEAS is developed by object-oriented technique. An engineering example of slope stability analysis is given; related finite element analysis results are compared with results of rigid body limit equilibrium method. Analytical results verify safety index and judging criterion feasible and show advantages of analyzing slope stability by finite element method.

引用

页码：586 / 590

页数：5

共 10 条

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Griffiths, DV
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