中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A New Approach to Rock Slope Stability- a Quantitative Classification (SSQC)

文献类型:期刊论文

作者Chen Congxin; Xiao Guofeng
刊名DISASTER ADVANCES
出版日期2012
卷号5页码:215-224
关键词rock slope stability shear strength estimate quantitative classification SSQC
ISSN号0974-262X
英文摘要The newly developed system presented in this paper is based on the limit equilibrium analysis of independently different failure mechanisms in a slope. Factors influencing rock slope stability is discussed and therefore determined. A new shear strength estimate method has been proposed in order to build the relationship between the strength parameters involved in failure models and the factors obtained from field investigation. Moreover, two types of failures, planar failure and wedge failure, have been considered, and the geometrical parameters involved in failure models also have been derived based on the factors obtained from field investigation. Safety factors, as the indexes of rock slope stability classification, have been expressed individually depended on different failure mechanisms. Afterward, the rock Slope Stability Quantitative Classification (SSQC) has been proposed based on safety factors. Additionally, validation had been processed in the period of the construction on a highway stretched entirely on montanic area. Results show that the proposed approach can be used to assess successfully the stability of rock slopes.
WOS研究方向Geology ; Meteorology & Atmospheric Sciences ; Water Resources
语种英语
WOS记录号WOS:000301618500034
出版者DISASTER ADVANCES
源URL[http://119.78.100.198/handle/2S6PX9GI/3332]  
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CAS, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Chen Congxin,Xiao Guofeng. A New Approach to Rock Slope Stability- a Quantitative Classification (SSQC)[J]. DISASTER ADVANCES,2012,5:215-224.
APA Chen Congxin,&Xiao Guofeng.(2012).A New Approach to Rock Slope Stability- a Quantitative Classification (SSQC).DISASTER ADVANCES,5,215-224.
MLA Chen Congxin,et al."A New Approach to Rock Slope Stability- a Quantitative Classification (SSQC)".DISASTER ADVANCES 5(2012):215-224.

入库方式: OAI收割

来源:武汉岩土力学研究所

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