Slope Stability Analysis using Equivalent Mohr–Coulomb and Hoek–Brown criteria

被引：1
|
作者：
Hossein Rafiei Renani
C. Derek Martin
机构：
[1] University of Alberta,Department of Civil and Environmental Engineering
来源：
Rock Mechanics and Rock Engineering | 2020年 / 53卷
关键词：
Factor of safety; Elastic analysis; Confining stress range; Limit equilibrium analysis; Area of failure; In situ stress ratio;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：13 / 21
页数：8
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