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线、状、附加荷载作用等分布模式。对不同土压力分布模式下支结构内力进行分析得出:直线(三角形)荷载作用下,整个墙身矩较小,下则较大;