Abstract:In soft soil region,the deformation size of the wall which is used as the structure part of retaining is affected by many factors in the ultra-deep pit,the deformation characteristics of the diaphragm wall is distinguished with different support forms and construction programs.Based on the actual project,the deformation factors is analyzed by monitor and the features is analyzed by numerical simulation,we conclude the law of the space lateral deformation is non-symmetric hyperbolic bow.