中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Study on Stability of Consequent Rock Slope by Simulation Experiment

文献类型:会议论文

作者Huang, Pinglu; Chen, Congxin
出版日期2011
会议日期JUL 29-31, 2011
会议地点Kunming, PEOPLES R CHINA
关键词Consequent rock slope Experimentation of physical model Mechanism of deformation and breakage
卷号261-263
DOI10.4028/www.scientific.net/AMR.261-263.1470
页码1470-1474
英文摘要Based on similarity theory, the geologic mechanics model is established and to be used for studying distortion and breakage mechanism of consequent rock slope. The paper introduces the design and process of the experimentation. Through experimentation of a slope model, the stability of a slope is studied. After analyzing the phenomenon and data of the experimentation, it is found that the major deformation model is slippage. The mode of breakage is sliding and fracturing. The process of slippage is graded. The more hinder the position of coast is, the smaller the obliquity of rip face is. The deformation and breakage of bedding slope firstly arises at the dig face near the earth's surface.
源文献作者Zhao, J
会议录ADVANCES IN BUILDING MATERIALS, PTS 1-3
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地STAFA-ZURICH
语种英语
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
WOS记录号WOS:000306441600284
源URL[http://119.78.100.198/handle/2S6PX9GI/4634]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Huang, Pinglu,Chen, Congxin. Study on Stability of Consequent Rock Slope by Simulation Experiment[C]. 见:. Kunming, PEOPLES R CHINA. JUL 29-31, 2011.

入库方式: OAI收割

来源:武汉岩土力学研究所

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