顺向河谷陡倾角层状岩体边坡变形破坏模式及特征  

Model and Characteristics of Slope Failure of Steep-Dipping Stratified Rock Mass in a Consequent Valley

作　　者：李进元[1] 施裕兵[1] 

机构地区：[1]中国水电顾问集团成都勘测设计研究院,成都610072

出　　处：《四川地质学报》2014年第1期104-108,共5页Acta Geologica Sichuan

摘　　要：我国西部地质环境复杂，大量顺向河谷中存在陡倾角层状岩体倾向坡外的边坡，具较高的地质灾害危险性。该类边坡在漫长的地质历史过程会发生位移～弯曲，经历轻微弯曲、强烈弯曲隆起阶段和变形破坏阶段。特殊的坡体结构在较长时间内使该类边坡可基本稳定，但地震、爆破、工程开挖切脚及水库蓄水等易使其失稳。本文通过典型实例探讨了顺向河谷陡倾角层状岩体且倾向坡外边坡的变形破坏模式和特征。The geological environment is very complicated in west China where steep-dipping stratified rock masses are well developed in consequent valleys which often results in slope failure. This paper makes an approach to the model and characteristics of this slope failure by two typical examples.

关 键 词：边坡 顺向河谷 陡倾角层状岩体 变形破坏 

分 类 号：P642.2[天文地球—工程地质学]