摘要
通过杭州清水湾别墅区滑坡结构、变形特征及主要控制因素的分析,认为滑坡主要是由于人工不适当开挖边坡造成斜坡地质体临空、雨水渗透诱发土体失稳下滑而形成的,通过计算稳定系数和剩余下滑力,对斜坡稳定性作出评价并提供防治方案。
Through analyse on texture,deformation features of landslip and main factors of control in Qingshuiwan villa area of Hangzhou, consider that landslip mainly caused by artificial dig slope unreasonably, make the geological body of slope hang in the air, and the rain permeated the soil, thereby formed the landslip. Through count on stability coefficient and surplus downslide force, evaluation on stability of slope and submitted the scheme of prevention and cure.
出处
《中国煤田地质》
2003年第4期31-33,共3页
Coal Geology of China
关键词
杭州华门清水湾
滑坡
稳定系数
剩余下滑力
稳定性
landslip
stability coefficient
surplus downslide force
Qingshuiwan of Hangzhou