地铁车站地下连续墙泥浆槽壁的稳定性分析

Analyses of the stability of the underground continuous wall slurry slot wall in subway station

基于极限平衡理论,对槽壁整体稳定性进行了滑动体受力平衡分析,并导出了槽壁稳定安全系数和最小泥浆重度的计算公式,最后提出了控制槽壁稳定的一系列具体措施,从而确保地下连续墙槽壁稳定性。

Guided by the limit equilibrium theory, it analys power balance of slid body to slot wall stability, this passage educed the buckling safety factor of the wall and the formula for minimum mud gravity. By a series of concrete measures to stable the wall, it aims to ensure the stability of the underground continuous wall.