矩形沉井倾斜状态下的内力探讨

Further Discussion of Rectangle Open Caisson at Slant State

通过对矩形沉井倾斜状态下的内力分析理论推导和实际工程案例有限元计算,得出了矩形沉井在软弱土层情况下对原有配筋如何加强的规律。

According to the inner force analysis and theoretical derivation of rectangle open caisson at slant state and the finite element calculation of practical engineering cases, the article introduces the law of rectangle open caisson to strength the original reinforcement under the condition of weak soft soil layer.