Locating the general failure surface of earth slope using particle swarm optimisation

被引:37
作者
Khajehzadeh, Mohammad [1 ]
Taha, Mohd Raihan [1 ]
El-Shafie, Ahmed [1 ]
Eslami, Mahdiyeh [2 ]
机构
[1] Natl Univ Malaysia, Dept Civil & Struct Engn, Bangi, Selangor, Malaysia
[2] Natl Univ Malaysia, Dept Elect Engn, Bangi, Selangor, Malaysia
关键词
particle swarm optimisation; slope stability; limit equilibrium; critical failure surface; factor of safety; CRITICAL SLIP SURFACE; STABILITY ANALYSIS; SEARCH; ALGORITHM;
D O I
10.1080/10286608.2012.663356
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, a new particle swarm optimisation (PSO) approach is proposed for evaluating the factor of safety (FS) in a slope stability analysis based on the limit equilibrium method. The safety factors of the general slip surfaces are calculated using a concise algorithm of the Morgenstern-Price method, which satisfies both the force and the moment equilibriums. Each new slip surface is randomly generated by a straight-line technique. The performance of the proposed algorithm is evaluated using a set of three benchmark functions and three slope stability problems from the literature. The results indicate that the new method can provide high-quality, accurate and efficient solutions for computing the FS. Moreover, this method can predict a more critical failure mechanism of earth slope and outperform both the other methods in the literature and the standard PSO.
引用
收藏
页码:41 / 57
页数:17
相关论文
共 25 条
[1]  
[Anonymous], 1992, P 6 INT S LANDSL
[2]  
Arai K, 1986, SOILS FOUND, V26, P152
[4]  
Bishop A.W., 1955, Geotechnique, V5, P7, DOI DOI 10.1680/GEOT.1955.5.1.7
[5]   Determination of the critical slip surface using artificial fish swarms algorithm [J].
Cheng, Y. M. ;
Liang, L. ;
Chi, S. C. ;
Wei, W. B. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2008, 134 (02) :244-251
[6]   Impact of convergence on slope stability analysis and design [J].
Cheng, Y. M. ;
Lansivaara, T. ;
Siu, J. .
COMPUTERS AND GEOTECHNICS, 2008, 35 (01) :105-113
[7]  
Cheng Y.M., 2008, SLOPE STABILITY ANAL
[8]   Location of critical failure surface and some further studies on slope stability analysis [J].
Cheng, YM .
COMPUTERS AND GEOTECHNICS, 2003, 30 (03) :255-267
[9]  
Fellenius W., 1936, T 2 C LARGE DAMS, V4, P445, DOI DOI 10.2105/AJPH.93.7.1032-A
[10]   Search for critical slip circle using genetic algorithms [J].
Goh, ATC .
CIVIL ENGINEERING AND ENVIRONMENTAL SYSTEMS, 2000, 17 (03) :181-211