中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
On the active failure surface in the backfilled clay behind rigid retaining wall in slope engineering

文献类型:会议论文

作者Xu, XC; Jiao, YY
出版日期2006
会议日期APR 04-06, 2005
会议地点Bali, INDONESIA
关键词failure surface rigid retaining wall clay variational principle analytical solution
DOI10.4028/www.scientific.net/KEM.306-308.1497
页码1497-1502
英文摘要In the classical Coulomb's earth pressure theory, the failure surface in the backfilled clay behind rigid retaining wall in slope engineering is assumed a plane. However, it has been proved by a number of laboratory and field tests that this failure surface is actually a curving surface. In this paper, based on the vertical differential element method and the variational principle, a new analytic solution to determine the actual failure surface in the backfilled clay is derived, and the effects of the backfilled clay's properties as well as the effects of the retaining wall's smoothness are discussed. The result obtained from the proposed approach is compared with Coulomb's earth pressure theory.
会议录FRACTURE AND STRENGTH OF SOLIDS VI, PTS 1 AND 2
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地ZURICH-UETIKON
语种英语
WOS研究方向Engineering ; Materials Science
WOS记录号WOS:000236852900250
源URL[http://119.78.100.198/handle/2S6PX9GI/4434]  
专题岩土力学所知识全产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Xu, XC,Jiao, YY. On the active failure surface in the backfilled clay behind rigid retaining wall in slope engineering[C]. 见:. Bali, INDONESIA. APR 04-06, 2005.

入库方式: OAI收割

来源:武汉岩土力学研究所

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