中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Stability analysis of soil-rock-mixture slopes using the numerical manifold method

文献类型:期刊论文

作者Yang, Yongtao; Sun, Guanhua; Zheng, Hong
刊名ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS
出版日期2019
卷号109页码:153-160
ISSN号0955-7997
关键词Factor of safety (FOS) Numerical manifold method (NMM) phi-upsilon inequality SRM slopes Shear strength reduction technique (SSRT)
DOI10.1016/j.enganabound.2019.09.020
英文摘要Recently, fruitful results of geotechnical problems solved by the numerical manifold method (NMM) have been gained. In the present work, the shear strength reduction technique (SSRT) together with the phi-upsilon inequality is implemented into the NMM to carry out stability analysis of soil-rock-mixture (SRM) slopes. Several examples are used to validate the correctness and effectiveness of the developed numerical model. The results from these examples indicate that the proposed model can predict the factor of safety (FOS) of slopes with high accuracy, and capture the failure patterns of slopes. In addition, the influence of rock blocks on the stability of SRM slopes can be captured.
WOS研究方向Engineering ; Mathematics
语种英语
WOS记录号WOS:000497247300013
源URL[http://119.78.100.198/handle/2S6PX9GI/14812]  
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, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China;
2.Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
推荐引用方式
GB/T 7714
Yang, Yongtao,Sun, Guanhua,Zheng, Hong. Stability analysis of soil-rock-mixture slopes using the numerical manifold method[J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,2019,109:153-160.
APA Yang, Yongtao,Sun, Guanhua,&Zheng, Hong.(2019).Stability analysis of soil-rock-mixture slopes using the numerical manifold method.ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,109,153-160.
MLA Yang, Yongtao,et al."Stability analysis of soil-rock-mixture slopes using the numerical manifold method".ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 109(2019):153-160.

入库方式: OAI收割

来源:武汉岩土力学研究所

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