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基于RMR岩体质量评价的某边坡稳定性分析
引用本文:曲文峰,王德中,张理,何书.基于RMR岩体质量评价的某边坡稳定性分析[J].江西有色金属,2010,24(1):7-9.
作者姓名:曲文峰  王德中  张理  何书
作者单位:新疆地矿局第一地质大队;江西铜业公司银山铅锌矿;江西理工大学资源与环境工程学院;
摘    要:采用RMR法对岩体质量进行了分级,并在此基础上,分析了某边坡的稳定性.结果表明:千枚岩片理降低边坡的稳定程度;各种结构面之间的相互结合是影响边坡稳定性的主要原因,边坡可能出多种模式的破坏.

关 键 词:RMR  岩体质量  边坡  稳定性  

Slope Stability Evaluation Based on RMR Rock Mass Quality Classification Method
QU Wen-feng,WANG De-zhong,ZHANG Li,HE Shu.Slope Stability Evaluation Based on RMR Rock Mass Quality Classification Method[J].Jiangxi Nonferrous Metals,2010,24(1):7-9.
Authors:QU Wen-feng  WANG De-zhong  ZHANG Li  HE Shu
Affiliation:1.The First Geological Unit/a>;Xinjiang Bureau of Geology and Mineral Resources/a>;Shanshan 838204/a>;China/a>;2.Yinshan Lead-Zinc Mine/a>;Jiangxi Copper Company/a>;Shangrao 334201/a>;3.Faculty of Resource and Environmental Engineering/a>;Jiangxi University of Science and Technology/a>;Ganzhou 341000/a>;China
Abstract:Baseing on RMR,the rock mass quality is classified and a slope stability is analysised;the results show that: the stability of slope is reducee by schistosity in phyllite;inter combination of different structural plane is the main cause affecting the slope stability,which may lead Multi-mode damage of slope.
Keywords:RMR  rock mass quality  slope  stability  
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