摘要
以有效应力原理和地下水动力学的基本原理为基础 。
Based on the effective stress principle and the fundamental principle of underground water dynamics and combined with the relevent specifications and criterions,this paper discussed the problems about underground water in foundation background design.
出处
《江西水利科技》
2001年第1期54-57,共4页
Jiangxi Hydraulic Science & Technology
