中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Effect of rock mass characteristics of high rock slope on seismic stability

文献类型:期刊论文

作者Hu, M. L.1; Liu, J.1; Yao, H. L.1; Che, A. L.2
刊名MATERIALS RESEARCH INNOVATIONS
出版日期2011
卷号15页码:S590-S593
关键词High rock slope Rock mass structure Lithological association Structural planes Seismic stability
ISSN号1432-8917
DOI10.1179/143307511X12858957676993
英文摘要Rock mass characteristics are the key internal factors for the stability of high rock slope. The lithological association of rock mass and its structural planes, such as dominant orientations, length, fracture aperture and stiffness attenuation, is investigated by exploration methods. Quantitative description is performed in terms of fracture geological and dynamic parameters to provide necessary basic data for the stability of rock slope. Based on rock mass with different geological characteristics on one site in the Songjiang area, Shanghai city, the fracture mechanism is studied using strength reduction finite element method. The different associations of the stiffness of rock mass and the dip of its structural planes are processed in dynamic state and its effects on the safety factor of rock slope are discussed.
WOS研究方向Materials Science
语种英语
WOS记录号WOS:000288859000144
出版者MANEY PUBLISHING
源URL[http://119.78.100.198/handle/2S6PX9GI/3269]  
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 ;
2.Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn
推荐引用方式
GB/T 7714
Hu, M. L.,Liu, J.,Yao, H. L.,et al. Effect of rock mass characteristics of high rock slope on seismic stability[J]. MATERIALS RESEARCH INNOVATIONS,2011,15:S590-S593.
APA Hu, M. L.,Liu, J.,Yao, H. L.,&Che, A. L..(2011).Effect of rock mass characteristics of high rock slope on seismic stability.MATERIALS RESEARCH INNOVATIONS,15,S590-S593.
MLA Hu, M. L.,et al."Effect of rock mass characteristics of high rock slope on seismic stability".MATERIALS RESEARCH INNOVATIONS 15(2011):S590-S593.

入库方式: OAI收割

来源:武汉岩土力学研究所

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