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 |
DOI | 10.4028/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
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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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