中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Failure Mode and Safety Assessment of Rock Mass around Anchorage on Rock Slope

文献类型:期刊论文

作者Chen Congxin; Wang Yongwei; Liu Xiumin
刊名DISASTER ADVANCES
出版日期2011
卷号4页码:29-35
关键词rock slope anchorage drawing failure safety factor numerical calculation
ISSN号0974-262X
英文摘要Based on failure form of single rock anchor, research the failure mode of the anchorage wall rock when the cable group in which bearing drawing loads. Simplified the rock mass destruction shape to an inverted frustum cone type, then analyzed ultimate bearing capacity of rock anchorage based on limit equilibrium method and derived an equation calculating the anti-pull safety factor of the anchorage rock slop. Finally, carried out slope overload test on the construction anchorages of West River Bridge by three-dimensional numerical calculation, the results validated the stability evaluation method for the rock slope under anchorages drawing load.
WOS研究方向Geology ; Meteorology & Atmospheric Sciences ; Water Resources
语种英语
WOS记录号WOS:000296486200006
出版者DISASTER ADVANCES
源URL[http://119.78.100.198/handle/2S6PX9GI/3310]  
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State Key Lab Geomech & Geotech Engn ; Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Chen Congxin,Wang Yongwei,Liu Xiumin. Failure Mode and Safety Assessment of Rock Mass around Anchorage on Rock Slope[J]. DISASTER ADVANCES,2011,4:29-35.
APA Chen Congxin,Wang Yongwei,&Liu Xiumin.(2011).Failure Mode and Safety Assessment of Rock Mass around Anchorage on Rock Slope.DISASTER ADVANCES,4,29-35.
MLA Chen Congxin,et al."Failure Mode and Safety Assessment of Rock Mass around Anchorage on Rock Slope".DISASTER ADVANCES 4(2011):29-35.

入库方式: OAI收割

来源:武汉岩土力学研究所

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