Improved complex method based on particle swarm optimization algorithm and its application to slope stability analysis

被引:0
作者
Li Liang [1 ]
Chi Shi-chun [1 ]
Lin Gao [1 ]
机构
[1] Dalian Univ Technol, Sch Civil & Hydraul Engn, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
关键词
slope stability; safety factor; particle swarm optimization; complex method; non-uniformity mutation;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In order to increase the successful rate of the original complex optimization algorithm, the mutation particle swarm optimization (MPSO) calculation would be introduced for all design points of the initial complex and the current complex while the mapping of the bad design point was unsuccessful firstly. One of the design points is replaced by a point with quasi-optimum object function value that has been gotten by the MPSO based on the substitution rule of maximum complex central distance; and a new complex has been formed. The original complex optimization calculation would be continued with the new complex until the stopping criterion. The improved complex method is applied to searching minimum safety factors in two complex soil slopes; and the result has shown that the method is much more likely to locate the true minimum.
引用
收藏
页码:1393 / 1398
页数:6
相关论文
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