摘要
通过张桥抽水站蓄水池施工现场的勘察和黄土的室内土工试验的结果分析计算，对张桥抽水站蓄水池地基进行了湿陷性等级划分，并对其进行了湿陷性评价。
Collapsibility grade of loess foundation is demarked for pumping station pond of Zhangqiao according to investigation during construction on the spot and analysis calculation result of soil test in lab in this paper,,moreover,it is valued for collapsibility.
出处
《西北水力发电》
2003年第1期37-39,共3页
Journal of Northwest Hydroelectric Power
