中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Global analysis on slope stability and its engineering application

文献类型:期刊论文

作者Zheng Hong1,3; Zhou ChuangBing2
刊名SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES
出版日期2009
卷号52期号:2页码:507-512
关键词slope stability the limit equilibrium methods three dimensional problems
ISSN号1006-9321
DOI10.1007/s11431-008-0299-y
英文摘要In hydraulic engineering, sometimes it is necessary to consider the stability of sliding bodies with lateral frictional boundaries. Neither the existing three dimensional limit equilibrium methods nor the commercial software products are able to treat such situations. The three dimensional factor of safety is accordingly underestimated; while the shearing strength based on the three dimensional back analysis is overestimated. In this study, the lateral boundaries are regarded as the part of the slip surface. Based on the expression of the normal pressure on the slip surface and the patch interpolation, a rigorous solution for the three dimensional limit equilibrium analysis is realized. Meanwhile, the proposed procedure is applied to the stability analysis of the slope with a cable platform on the right bank in Da Gang Shan hydraulic project under construction.
WOS研究方向Engineering ; Materials Science
语种英语
WOS记录号WOS:000263116700031
出版者SCIENCE PRESS
源URL[http://119.78.100.198/handle/2S6PX9GI/3198]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.State Key Lab Geomech & Geotech Engn;
2.Wuhan Univ, Sch Civil Engn
3.China Three Gorges Univ, Key Lab Geol Hazards Gorges Reservoir Area 3;
推荐引用方式
GB/T 7714
Zheng Hong,Zhou ChuangBing. Global analysis on slope stability and its engineering application[J]. SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES,2009,52(2):507-512.
APA Zheng Hong,&Zhou ChuangBing.(2009).Global analysis on slope stability and its engineering application.SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES,52(2),507-512.
MLA Zheng Hong,et al."Global analysis on slope stability and its engineering application".SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES 52.2(2009):507-512.

入库方式: OAI收割

来源:武汉岩土力学研究所

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