Research and Application of Slope Stability Analysis Method Based on Engineering Mechanics and Engineering Materials

Author:

Feng Shao Jie1,Sun Shi Guo1,Zhao Xue Fang1,Tan Liang2

Affiliation:

1. North China University of Technology

2. China Building Technique Group Co., Ltd

Abstract

Considering the features of slope rock mass failure, this paper applies residual thrust method and linear programming theory on the basis of finite element method, to assess safety of each cell of slope rock mass in dangerous zone. According to the slip field method to determine three-dimensional slope slip surface, to deduce three-dimensional stability analysis method based on symmetry breaking, a C++ based 3D-slope program is developed for purposes of three-dimensional slope stability analysis. Finally get the most dangerous landslide geometry and its safety factor, In the paper, combining with the engineering examples, the calculating results are comfortable to the practical failure.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference8 articles.

1. Zuyu Chen. Earth slope stability analyses-theory, method and programs. Beijing: China Water Power Press, (2003): 533-535.

2. Hong Zheng. A rigorous three-dimensional limit equilibrium method. Chinese Journal of Rock Mechanics and Engineering, (2007): 1529-1537.

3. Dayong Zhu, Qihu Qian. Rigorous and quasi-rigorous limit equilibrium solutions of 3D slope stability and application to engineering. Chinese Journal of Rock Mechanics and Engineering, (2007): 1513-1528.

4. Shiguo Sun, Peixin Dong. Reason Analysis of landsliding for the side slope corner area. Advanced Materials Research. Vols. 518-523 (2012): 4749-4752.

5. Shaojie Feng, Shiguo Sun. The evaluation method of slope stability and its developing trend. China Mine Engineering. (2007): 41-44.

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