Discussion on Slope Stability Analysis Method

Zhang Ming; Wang Dafeng; Hu Ronghua

doi:10.3969/j.issn.1007-2993.2017.03.010

Volume 31 Issue 3

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2017 > 31(3): 153-159,163

Zhang Ming, Wang Dafeng, Hu Ronghua. Discussion on Slope Stability Analysis Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2017, 31(3): 153-159,163. doi: 10.3969/j.issn.1007-2993.2017.03.010

Citation:

Zhang Ming, Wang Dafeng, Hu Ronghua. Discussion on Slope Stability Analysis Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2017, 31(3): 153-159,163. doi: 10.3969/j.issn.1007-2993.2017.03.010

Zhang Ming, Wang Dafeng, Hu Ronghua. Discussion on Slope Stability Analysis Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2017, 31(3): 153-159,163. doi: 10.3969/j.issn.1007-2993.2017.03.010

Citation:

Zhang Ming, Wang Dafeng, Hu Ronghua. Discussion on Slope Stability Analysis Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2017, 31(3): 153-159,163. doi: 10.3969/j.issn.1007-2993.2017.03.010

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Discussion on Slope Stability Analysis Method

doi: 10.3969/j.issn.1007-2993.2017.03.010

1. College of Civil Engineering, Henan Institute of Engineering, Zhengzhou 451191, Henan, China;
2. Xinjiang Agricultural Vocational Technical College, Changji 831100, Xinjiang, China;
3. Evergrande Group Haihuadao Co., Ltd., Zhanzhou 571700, Hainan, China

Received Date: 2017-01-16
Available Online: 2021-07-06

Abstract

Abstract

The method of slope stability analysis was divided into deterministic and nondeterministic analysis method.The deterministic analysis method was divided into limit equilibrium method and numerical method,which of the former was some typical representative with Sweden Arc method and simplified Bishop method;which of the latter was some typical representative with finite element method and finite difference method.The nondeterministic analysis method was some typical representative with reliability method,fuzzy comprehensive judgment method,grey system method,artificial intelligence method.The principle,advantages and disadvantages and applicability of each method were described in detail,and some methods were compared and analyzed.Finally,the development direction of the stability evaluation of the rock and soil slope system was proposed.
- slope stability,
- deterministic analysis method,
- nondeterministic analysis method