通过分析土体与水泥土搅拌桩挡墙之间的相互作用 ,提出一种计算其水平位移的近似方法 .在墙宽与墙高之比较小时 ,视其为刚体 ,并用“m”法确定墙两侧土体的弹簧刚度 ,同时考虑墙重与墙底土的抗剪和抗倾覆作用 .利用该方法 ,探讨了水平位移与开挖深度的关系 ,同时可得到墙两侧土体的屈服范围以及所受的实际土压力 ,据此可判断墙体的稳定性 By analyzing the interaction between the soil and the soil-cement mixing pile retaining wall, an approximate method for calculating the horizontal displacement is proposed. When the wall width to wall height is relatively small, it is regarded as a rigid body and the “m” method is used to determine the wall The spring stiffness of soils on both sides and the wall shear and anti-overturning are taken into account. By using this method, the relationship between horizontal displacement and excavation depth is discussed. At the same time, The actual earth pressure, according to which the stability of the wall can be judged