An equation to calculate concrete diaphragmwalls bending moment is deduced based on the crack control limit value.
推导了由裂缝控制限值反算地下连续墙弯矩的计算方法。
2
Diaphragmwalls are commonly used as retaining structures in many deep foundation pits, especially when the environment protection is severe.
地下连续墙刚度大,变形小,作为基坑开挖阶段的围护结构可有效的保护周边环境。
3
The deformation of diaphragmwalls, steel stresses, soil pressures and settlements were monitored, and the monitoring data during the construction were analyzed.