摘要
分析了卡姆斯沟水库坝基黄土层可能产生的渗透破坏、坝基沉降及黄土边坡的稳定性,在定性分析的基础上做出定量的评价,旨在为水库设计提供基础地质依据。
An analysis focusing on the possibility of the seepage damage,subsidence of base,and the stability loss of loess side slope is given to the Carmus reservior dam built on the loess layer Based upon the qualitative analysis,a quantitative analysis is made for giving a geological information to the reservior design
出处
《石河子大学学报(自然科学版)》
CAS
1998年第1期59-63,共5页
Journal of Shihezi University(Natural Science)
关键词
黄土
力学性质
边坡
水库
坝基
坝肩
稳定性
loess
physical mechanics index
seepage damage
stabilization of side slope
qualitative or quantitative analysis