By analyzing the monitoring data of the earth pressure on the wall,three earth pressure models were sum up,that is,the straight line increase,undulance increase and extra load pattern etc.
施工过程土压力沿坑深变化有直、波状
、附加荷载作用等分布
。
不同土压力分布
下支
结构内力进行分析得出:直
(三角形)荷载作用下,整个墙身上部弯矩较小,下部则较大;