长沙理工大学学报（自然科学版）2013，Vol.10Issue(2)：28-33,39,7.
开挖过程中边坡稳定性研究及两种安全系数之间的转化
Research of slope stability and conversion between two safety factor during excavation
谢云 1王腾1
作者信息
- 1. 重庆交通大学土木建筑学院,重庆400074
- 折叠
摘要
Abstract
In order to study the slope security situation during excavation and the relationship between the safety factor obtained from the finite element strength reduction and limit equilibrium method,using the finite element software ANSYS and limit equilibrium software SLOPE/W to calculate and analyze slope stability for excavation process various stages.By studying the intrinsic link of yield criteria the two methods adopted,finding the conversion methods of safety factor.Then using two safety factor to comparative analysis the two methods.The results are that during excavation process,the safety factor will appear first increases and then decrease phenomenon; in plane strain conditions,the slope safety factor calculated by using the plane strain Mohr-Coulomb criterion and conventional limit equilibrium method is the closest,the error is less than 8％.关键词
边坡开挖/安全系数/有限元强度折减法/极限平衡法/ANSYS/Slope/WKey words
slope excavation/ safety factor/ finite element strength reduction/ limit equilibrium method/ ANSYS/ slope/W分类
交通工程引用本文复制引用
谢云,王腾..开挖过程中边坡稳定性研究及两种安全系数之间的转化[J].长沙理工大学学报（自然科学版）,2013,10(2):28-33,39,7.
