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黄河上游茨哈峡水电站右坝肩顺层岩质斜坡破坏模式分析
引用本文:宋彦辉,黄民奇,陈新建.黄河上游茨哈峡水电站右坝肩顺层岩质斜坡破坏模式分析[J].中国地质灾害与防治学报,2011,22(1):51-56.
作者姓名:宋彦辉  黄民奇  陈新建
作者单位:1. 长安大学地质工程与测绘学院,陕西,西安,710054
2. 中国水电顾问集团西北水电设计院工程地质研究所,甘肃,兰州,730050
摘    要:本文的研究通过黄河上游茨哈峡水电站岸坡的变形特征,阐明了一类顺层高陡斜坡由倾倒变形转化为蠕滑-拉裂的斜坡变形破坏方式、演变过程及发展趋势,并对该岸坡的稳定性进行了分析评价。结果表明,目前该斜坡变形的发展已初步形成潜在折断面,并正处于蠕滑-拉裂变形阶段。从地质历史过程分析,其处于从稳定变形到不稳定破坏的过渡阶段。

关 键 词:顺层岩石边坡  倾倒  蠕滑-拉裂  变形机制  茨哈峡  稳定分析

Failure pattern of the rock slope of right dam abutment of Cihaxia power station located at the upstream of the Yellow River
SONG Yan-hui,HUANG Min-qi,CHEN Xin-jian.Failure pattern of the rock slope of right dam abutment of Cihaxia power station located at the upstream of the Yellow River[J].The Chinese Journal of Geological Hazard and Control,2011,22(1):51-56.
Authors:SONG Yan-hui  HUANG Min-qi  CHEN Xin-jian
Institution:1(1.College of Geology Engineering and Geomatics,Chang’an University,Xi’an 710054,China;2.Northwest Hydroelectric Investigation & Design Institute of China Hydropower Consulting Group,Lanzhou 730050,China)
Abstract:The present research has described a sort of slope deformation pattern which transform from toppling to creep-sliding and fracturing and their developing process and development tendency by researching the slope deformation characteristic of the Cihaxia hydropower station located at the upstream of the Yellow river.In addition,the stability analysis of the slope has been carried out.The result shows that the slope is now in the stage of creep-sliding and fracturing,and the potential unified slip surface basically has been formed currently.According to the method of geological history analysis,the slope is on the way from stability to instability.
Keywords:consequent rock slope  toppling  creep-sliding and fracturing  deformation mechanism  Cihaxia  stability analysis
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