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紫坪铺工程复杂结构层状岩质高边坡变形破坏模式研究
引用本文:彭仕雄,邓良胜,蒙玉霖,游显云.紫坪铺工程复杂结构层状岩质高边坡变形破坏模式研究[J].水利水电技术,2002,33(11):27-29.
作者姓名:彭仕雄  邓良胜  蒙玉霖  游显云
作者单位:1. 国家电力公司,成都勘测设计研究院,四川,成都,610072
2. 四川省紫坪铺开发有限责任公司,四川,都江堰,611830
摘    要:紫坪铺工程地质条件复杂,岩质条件差,由软硬相间的砂页岩互层组成,坝区有一向斜构造分布,组成了复杂结构的层状岩质高边坡,且开挖边坡较多,因此,边坡变形破坏模式研究具有重要的实际意义,通过对各边坡的岩体结构和边坡的变形破坏模式的研究,为边坡稳定性分析打下了可靠的基础。

关 键 词:复杂结构  层状岩质  高边坡  变形破坏模式  紫坪铺水利枢纽工程
文章编号:1000-0860(2002)11-0027-03
修稿时间:2002年8月16日

Study on Deformation and Failure Mode of Stratified Rock High Slope with Complicated Structure in Zipingpu Project
Peng Shixiong ,Deng Liangsheng ,Meng Yulin ,You Xianyun.Study on Deformation and Failure Mode of Stratified Rock High Slope with Complicated Structure in Zipingpu Project[J].Water Resources and Hydropower Engineering,2002,33(11):27-29.
Authors:Peng Shixiong  Deng Liangsheng  Meng Yulin  You Xianyun
Affiliation:Peng Shixiong 1,Deng Liangsheng 2,Meng Yulin 1,You Xianyun 1
Abstract:The engineering geologic conditions of Zipingpu Hydro Project are complicated.The rock quality is poor.Solid rock and soft are alternative.There is a syncline in the dam area.The structure of the stratified rock slope is complex.There are many excavated slopes.Obviously,the study of slope deformation and failure mode is of meaning.In this paper,the slope rockmass structure,the slope deformation and failure mode are studied.It is the reliable foundation for the study of the slope stability.
Keywords:complicated structure  stratified rock  deformation and failure mode  high slope  Zipingpu Hydro Project  
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