摘要
滑坡对人类活动危害最普遍的地质灾害类型,三峡库区为我国滑坡灾害最为典型地区。本研究通过计算万家坝滑坡体剖面工况载荷组合,对三峡库区万州万家坝滑坡变形区进行稳定性复核研究,为三峡库区滑坡治理提供典型案例。结果显示:万家坝水文地质条件简单,地下水对砼微腐蚀性;滑坡体为一大型沿基岩面滑动的中层横长式滑体,建议采用抗滑桩或桩墙结合方式进行变形区治理;需避免雨季施工。
The Three Gorges Reservoir area is a typical landslide hazard area in China.This study carries out the stability recheck study of the Wanjiaba landslide deformation zone in the Three Gorges Reservoir area in order to provide a typical example for landslide control in the Three Gorges Reservoir area.The results indicate that hydrogeological condition in the Wanjiaba area is simple with micro-corrosiveness of groundwater to concrete.The sliding mass of the Wanjiaba landslide is a large,intermediate,transverse,long sliding body sliding along the bedrock surface.It is suggested that anti-slide pile or pile wall should be combined in order to control the deformation zone and construction must be avoided during the rainy season.
作者
万宏宇
向航
赖胜
陶垣翰
王酉臣
WAN Hong-yu;XIANG Hang;LAI Sheng;TAO Yuan-han;WANG You-chen(College of Earth Sciences,Guilin University of Technology,Guilin,Guangxi 541004;Changjiang River Survey Technology Research Institute of Ministry of Water Resources,Wuhan 430011;Wuhan Head Office of Changjiang Rock and Soil Company,Wuhan 430010;Guangzhou Municipal Engineering Design&Research Institute Co.,Ltd.,Guangzhou 510000)
出处
《四川地质学报》
2020年第2期269-273,共5页
Acta Geologica Sichuan
关键词
万家坝
滑坡
稳定性复核研究
三峡库区
Wanjiaba
landslide
stability recheck study
Three Gorges Reservoir area
