Study on the influence of reverse faulting on deformation of foundation pit retaining piles.

As the slip amount increases, the influence of the fault's compressive force on the retaining piles intensifies, resulting in an increasing trend of deformation.

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With the increase of the distance between the fault and the pit, the influence of the stratum extrusion on the retaining pile weakened, resulting in a decreasing trend in deformation and a gradual decrease in the maximum deformation reduction rate.

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