摘要
将坞式闸室结构作为一个整体，分别将底板和闸墙作为弹性地基梁，建立基本方程，考虑两者之间的相互影响以及反映墙后土压力与闸墙变形之间的协调，采用幂级数法求解。
Taking depressed chamber structure as one, basic equations of base plate and lock wall each as elastic foundation beam are formed. Considering interact between base plate and lock wall and intercoordination between earth pressure and lock wall deformation, power series method is adopted to solve basic equations.
出处
《水运工程》
北大核心
1999年第6期18-23,共6页
Port & Waterway Engineering
