破碎岩高边坡变形破坏模式及工程治理研究  

Study on the deformation and failure mechanism and engineering control of crush rock high slope

作　　者：石磊彬[1] 

机构地区：[1]中国石油天然气管道工程有限公司,河北廊坊065000

出　　处：《山西建筑》2014年第4期83-85,共3页Shanxi Architecture

摘　　要：以金堆城采矿场东帮破碎岩高边坡为研究对象,以实际的野外调查资料为依据,分析了该段边坡的变形破坏机理及变形破坏模式,采用极限平衡法评价了该段边坡的稳定性及其发展趋势,并根据分析结果,提出了综合治理方案。The thesis take crush rock high slope of JDC as research objects. Analyzed the deformation and failure mechanism and model based on the geological investigation data. Evaluated eastern slope＇ s stability and development tendency with limiting equilibrium method, according to the analysis result, put forward the comprehensive treatment scheme.

关 键 词：破碎岩高边坡 变形破坏模式 极限平衡法 稳定性 

分 类 号：P694[天文地球—地质学]