摘要
通过对申家庄水库库区工程地质条件的了解分析,从而对库区的渗漏问题及水库塌岸问题进行了分析评价。同时对水库的塌岸现象进行预测,进一步科学地提出了水库的塌岸宽度和塌岸量。并针对主要工程地质问题提出建议性的处理措施。
Through understanding and analyzing the engineering geology condition of the Shenjiazhuang Reservoir＇s reservoir region,the paper analyzes and evaluates the seepage problem and bank land slide problem in this reservoir region,predicts the bank land slide phenomenon,and further puts forward the width and volume of the bank landslide scientially,besides,presents some suggestions of treatment measures in view of above-mentioned main problems.
出处
《山西水利科技》
2017年第4期31-32,43,共3页
Shanxi Hydrotechnics
关键词
水库渗漏
塌岸
土质边坡
削坡
减载
reservoir seepage
bank landslide
earth side slope
slope-cutting
decreasing load
