摘要
叙述角位移方程法在多介质地基中防渗墙的内力计算。给出了计算原理、计算方法、参数选取、荷载确定和边界条件的处理,并对太平驿水电站防渗墙进行了计算。
The internal force and stress computation for antiseepage wall in multimedium foundation with angular displacement method is described. The computation principle and method, parameter selection, load determination and boundary condition treatment are given.
出处
《水电站设计》
1993年第2期48-52,共5页
Design of Hydroelectric Power Station
关键词
位移法
计算
截水墙
多介质地基
displacement method, structure computation method, heterogeneous foundation, underground antiseepage wall.
