中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
An Analytical Solution for Block Toppling Failure of Rock Slopes during an Earthquake

文献类型:期刊论文

作者Guo, Songfeng1,2; Qi, Shengwen1,2; Yang, Guoxiang3; Zhang, Shishu4; Saroglou, Charalampos5
刊名APPLIED SCIENCES-BASEL
出版日期2017-10-01
卷号7期号:10
关键词Earthquake Block Toppling Analytical Solution Slope Stability Limit Equilibrium Method
ISSN号2076-3417
DOI10.3390/app7101008
文献子类Article
英文摘要Toppling failure is one of the most common failure types in the field. It always occurs in rock masses containing a group of dominant discontinuities dipping into the slope. Post-earthquake investigation has shown that many toppling rock slope failures have occurred during earthquakes. In this study, an analytical solution is presented on the basis of limit equilibrium analysis. The acceleration of seismic load as well as joint persistence within the block base, were considered in the analysis. The method was then applied into a shake table test of an anti-dip layered slope model. As predicted from the analytical method, blocks topple or slide from slope crest to toe progressively and the factor of safety decreases as the inputting acceleration increases. The results perfectly duplicate the deformation features and stability condition of the physical model under the shake table test. It is shown that the presented method is more universal than the original one and can be adopted to evaluate the stability of the slope with potential toppling failure under seismic loads.
WOS关键词STABILIZATION ; CENTRIFUGE ; STABILITY ; FORCE
WOS研究方向Chemistry ; Materials Science ; Physics
语种英语
WOS记录号WOS:000414457800046
出版者MDPI AG
资助机构National Science Foundation of China(41672307 ; China Postdoctoral Science Foundation(2017T100106 ; National Key Research and Development Program of China(2017YFD0800501) ; 41702345) ; 2015M581167) ; National Science Foundation of China(41672307 ; China Postdoctoral Science Foundation(2017T100106 ; National Key Research and Development Program of China(2017YFD0800501) ; 41702345) ; 2015M581167) ; National Science Foundation of China(41672307 ; China Postdoctoral Science Foundation(2017T100106 ; National Key Research and Development Program of China(2017YFD0800501) ; 41702345) ; 2015M581167) ; National Science Foundation of China(41672307 ; China Postdoctoral Science Foundation(2017T100106 ; National Key Research and Development Program of China(2017YFD0800501) ; 41702345) ; 2015M581167)
源URL[http://ir.iggcas.ac.cn/handle/132A11/62464]  
专题地质与地球物理研究所_中国科学院页岩气与地质工程重点实验室
通讯作者Qi, Shengwen
作者单位1.Chinese Acad Sci, Inst Geol & Geophys, Key Lab Shale Gas & Geoengn, Beijing 100029, Peoples R China
2.Univ Chinese Acad Sci, Coll Earth Sci, Beijing 100049, Peoples R China
3.China Univ Geosci, Sch Engn & Technol, Beijing 100083, Peoples R China
4.Chengdu Engn Corp Ltd, Power China, Chengdu 610072, Sichuan, Peoples R China
5.Natl Tech Univ Athens, Sch Civil Engn, GR-15773 Athens, Greece
推荐引用方式
GB/T 7714
Guo, Songfeng,Qi, Shengwen,Yang, Guoxiang,et al. An Analytical Solution for Block Toppling Failure of Rock Slopes during an Earthquake[J]. APPLIED SCIENCES-BASEL,2017,7(10).
APA Guo, Songfeng,Qi, Shengwen,Yang, Guoxiang,Zhang, Shishu,&Saroglou, Charalampos.(2017).An Analytical Solution for Block Toppling Failure of Rock Slopes during an Earthquake.APPLIED SCIENCES-BASEL,7(10).
MLA Guo, Songfeng,et al."An Analytical Solution for Block Toppling Failure of Rock Slopes during an Earthquake".APPLIED SCIENCES-BASEL 7.10(2017).

入库方式: OAI收割

来源:地质与地球物理研究所

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