中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Stability analysis of rock slopes against sliding or flexural-toppling failure

文献类型:期刊论文

作者Zheng, Yun; Chen, Congxin; Liu, Tingting; Xia, Kaizong; Liu, Xiumin
刊名BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
出版日期2018
卷号77期号:4页码:1383-1403
关键词Anti-inclined rock slopes Stability analysis Analytical approach Limit equilibrium theory UDEC
ISSN号1435-9529
DOI10.1007/s10064-017-1062-z
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000448255600008
源URL[http://119.78.100.198/handle/2S6PX9GI/15155]  
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.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China;
2.Wuhan Univ Technol, Key Lab Roadway Bridge & Struct Engn, Wuhan 430070, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Zheng, Yun,Chen, Congxin,Liu, Tingting,et al. Stability analysis of rock slopes against sliding or flexural-toppling failure[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2018,77(4):1383-1403.
APA Zheng, Yun,Chen, Congxin,Liu, Tingting,Xia, Kaizong,&Liu, Xiumin.(2018).Stability analysis of rock slopes against sliding or flexural-toppling failure.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,77(4),1383-1403.
MLA Zheng, Yun,et al."Stability analysis of rock slopes against sliding or flexural-toppling failure".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 77.4(2018):1383-1403.

入库方式: OAI收割

来源:武汉岩土力学研究所

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