摘要
针对四川宝兴县大板桥堵江滑坡堆积体,在现场调查分析的基础上,对其作坝存在的主要工程地质问题及作坝的可行性进行了分析研究,为开展堵江滑坡作坝提供参考。
The collection of many internal and external documents indicates that landslide dams and dammed lakes lie mainly in mountain zones. The study indicates that the engineering geologic problems of landslide damming mainly include infiltrational deformation, stability, setllement etc. On the basis of the in-sitn investigation, the feasiblity and the main engineering geologic problems of the landslide damming of Dabanqiao landslide in Baoxin county of Sichuan are analysed.
出处
《山地学报》
CSCD
2000年第B02期55-59,共5页
Mountain Research
基金
国家自然自然科学基金资助研究项目(49672166)
关键词
滑坡作坝
工程地质问题
渗透变形
稳定性
堵江
Landslide damming,Engineering geologic problem,Infiltrational deformation,Stability,Setllement
