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Search for critical slip surface and reliability analysis of soil slope stability based on MATLAB

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成果类型:
期刊论文、会议论文
作者:
Zeng, Sheng;Sun, Bing;Yang, Shijiao;Tan, Kaixuan
通讯作者:
Zeng, S.(zeng0808@126.com)
作者机构:
[Zeng, Sheng] School of Nuclear Resources and Safety Engineering, University of South China, Hengyang, China
[Sun, Bing; Yang, Shijiao; Tan, Kaixuan] School of Resource and Safety Engineering, Central South University, Changsha, China
通讯机构:
[Zeng, S.] S
School of Nuclear Resources and Safety Engineering, University of South China, China
语种:
英文
期刊:
Geotechnical Special Publication
ISSN:
0895-0563
年:
2009
期:
197
页码:
184-189
会议名称:
2009 GeoHunan International Conference - Slope Stability, Retaining Walls, and Foundations
会议论文集名称:
Slope Stability, Retaining Walls, and Foundations: Selected Papers from the 2009 GeoHunan International Conference
会议时间:
August 3, 2009 - August 6, 2009
会议地点:
Changsha, Hunan, China
主编:
Louis Ge<&wdkj&>Jinyuan Liu<&wdkj&>James -C. Ni<&wdkj&>Zhaoyi He
ISBN:
9780784410493
机构署名:
本校为第一且通讯机构
院系归属:
核资源工程学院
摘要:
The stability analysis of slope is a popular topic in geotechnical engineering, however, the key of stability analysis is how to determine the most dangerous sliding surface, but the traditional method is determined according to experience. Because the genetic algorithm has powerful adaptability and does well in searching the global optimum solution, it was applied to analyze the stability of slope based on the premise of circular sliding surface and the ideal of genetic algorithm. The realization on the genetic algorithm of circular sliding su...

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