中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A transfer coefficient method for rock slope toppling

文献类型:期刊论文

作者Meyers, A. G.2; Liu, C. H.3; Jaksa, M. B.1
刊名CANADIAN GEOTECHNICAL JOURNAL
出版日期2009
卷号46期号:1页码:1-09
关键词rock slopes discontinuity block toppling stability analysis transfer coefficient method
ISSN号0008-3674
DOI10.1139/T08-094
英文摘要A common block toppling mode is adopted for analysing toppling stability of rock slopes. A transfer coefficient method is developed based on Goodman and Bray's kinematic model, by introducing two parameters: the transfer coefficient and equivalent toppling weight, which, given the geometrical and geotechnical parameters of the slope, can be determined as functions of the relative position of the block to the slope crest. Accounting for the case that the block base is not normal to the dominant discontinuities, the arithmetic is extended. The method describes a concise relationship between the normal force of the blocks and their weight represented by their equivalent toppling weight. The analysis process is formulated and easily implemented. A spreadsheet procedure is presented and a typical case is illustrated. It is demonstrated that the transfer coefficient method provides a considerably straightforward means for analysing block toppling of rock slopes and is computationally very efficient.
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000262673400001
出版者NATL RESEARCH COUNCIL CANADA-N R C RESEARCH PRESS
源URL[http://119.78.100.198/handle/2S6PX9GI/3194]  
专题岩土力学所知识全产出_期刊论文
作者单位1.Univ Adelaide, Sch Civil Environm & Min Engn,;
2.Rocktest Consulting
3.Chinese Acad Sci, Inst Rock & Soil Mech;
推荐引用方式
GB/T 7714
Meyers, A. G.,Liu, C. H.,Jaksa, M. B.. A transfer coefficient method for rock slope toppling[J]. CANADIAN GEOTECHNICAL JOURNAL,2009,46(1):1-09.
APA Meyers, A. G.,Liu, C. H.,&Jaksa, M. B..(2009).A transfer coefficient method for rock slope toppling.CANADIAN GEOTECHNICAL JOURNAL,46(1),1-09.
MLA Meyers, A. G.,et al."A transfer coefficient method for rock slope toppling".CANADIAN GEOTECHNICAL JOURNAL 46.1(2009):1-09.

入库方式: OAI收割

来源:武汉岩土力学研究所

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