Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities Based on the Extended Kinematical Element Method

被引：7
|
作者：
Zhang, Ke [1 ,2 ,3 ]
Cao, Ping [2 ]
Ma, Guowei [3 ]
Ren, Feng [3 ]
Li, Kaihui [2 ]
机构：
[1] Kunming Univ Sci & Technol, Fac Elect Power Engn, Kunming 650504, Peoples R China
[2] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China
[3] Univ Western Australia, Sch Civil Environm & Min Engn, Perth, WA 6009, Australia
来源：
ROCK MECHANICS AND ROCK ENGINEERING | 2016年 / 49卷 / 07期
基金：
中国国家自然科学基金;
关键词：
Rock slope; Geological discontinuity; Non-persistent discontinuity; Kinematical element method; Factor of safety; SEISMIC STABILITY;
D O I：
10.1007/s00603-015-0877-9
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
引用
收藏
页码：2967 / 2975
页数：9
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