摘要
根据武汉地区的水文地质和工程地质特征 ,结合工程实际 。
According to the hydrogeological and engineering geological characteristic in Wuhan area,the mechanism and quantitative forecast of the surface subsidence induced by dewatering in deep foundation pits is discussed in combination with engineering practice.
出处
《土工基础》
2002年第2期48-50,共3页
Soil Engineering and Foundation
关键词
基坑
降水
定量预测
地面沉降
有效应力
deep foundation pits,surface subsidence,effective stress,dewatering
