梗概：本文沦述成徘支撑桩提高粘性土坡稳定性的间题。当土体开始破坏时，通过沿桩产生分布荷载，桩刁似提供阴bD的回复力，这种回复力即是在上坡的滑动土体和稳定土体分界面上产生的剪力和弯矩。对于有一定强度的土来说，对于其圆形滑动面和桩（首先假设它有足够 Synopsis: This article describes the problem of increasing the stability of cohesive soil slopes as a piling support. When the soil begins to break down, the pile diagamy provides the restoring force of the yin bD by distributing the load along the pile, which is the shear force and the bend generated on the uphill sloping soil and the stable soil interface Moment. For a certain strength of soil, for its circular sliding surface and pile (first assume it has enough