三峡库区唐家院子滑坡稳定性分析与工程防治
Journal of Anhui University of Science and Technology(Natural Science)(2008)
Abstract
通过对三峡库区唐家院子滑坡的地形地貌、地层岩性、地质构造及水文地质等因素的深入研究,采用传递系数法和卡丘金法对该滑坡进行了稳定性分析.结果表明:唐家院子滑坡目前整体处于稳定一欠稳定状态,滑坡前缘和中缘的部分区域有滑动过的痕迹,需要在库区蓄水至175m之前采取应急防治措施.根据稳定性分析结果,提出了具体的防治措施.
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Key words
engineering control,stability,landslide
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