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 |
DOI | 10.4028/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
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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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