IMECH-IR  > 力学所知识产出(1956-2008)
Search For Critical Slip Surface In Slope Stability Analysis By Spline-Based Ga Method
Sun JP(孙建平); Li JC(李家春); Liu QQ(刘青泉); Sun, JP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
发表期刊Journal of Geotechnical And Geoenvironmental Engineering
2008
页码252-256
ISSN1090-0241
摘要The stability of a soil slope is usually analyzed by limit equilibrium methods, in which the identification of the critical slip surface is of principal importance. In this study the spline curve in conjunction with a genetic algorithm is used to search the critical slip surface, and Spencer's method is employed to calculate the factor of safety. Three examples are presented to illustrate the reliability and efficiency of the method. Slip surfaces defined by a series of straight lines are compared with those defined by spline curves, and the results indicate that use of spline curves renders better results for a given number of slip surface nodal points comparing with the approximation using straight line segments.
关键词Genetic Algorithm Search Safety
DOI10.1061/(ASCE)1090-0241(2008)134:2(252)
收录类别SCI ; EI
语种英语
WOS记录号WOS:000253125600011
关键词[WOS]GENETIC ALGORITHM SEARCH ; SAFETY
WOS研究方向Engineering ; Geology
WOS类目Engineering, Geological ; Geosciences, Multidisciplinary
引用统计
被引频次:66[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/26134
专题力学所知识产出(1956-2008)
通讯作者Sun, JP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
推荐引用方式
GB/T 7714
Sun JP,Li JC,Liu QQ,et al. Search For Critical Slip Surface In Slope Stability Analysis By Spline-Based Ga Method[J]. Journal of Geotechnical And Geoenvironmental Engineering,2008:252-256.
APA 孙建平,李家春,刘青泉,&Sun, JP .(2008).Search For Critical Slip Surface In Slope Stability Analysis By Spline-Based Ga Method.Journal of Geotechnical And Geoenvironmental Engineering,252-256.
MLA 孙建平,et al."Search For Critical Slip Surface In Slope Stability Analysis By Spline-Based Ga Method".Journal of Geotechnical And Geoenvironmental Engineering (2008):252-256.
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