The stress state of sliding soil was analyzed to investigate the deflection of principle stress and the shear stress between the horizontal soil strata behind translation rigid wall.

• 摘要为了考虑在平移模式下刚性挡土墙墙后土体主应力偏转和水平土层间的剪应力作用，对墙后滑裂土体的应力状态进行了详细分析。