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通过ANSYS软件建立了有限元模型,对比分析了在实际工程中和理想状态下的盘截面形式对水平力作用下混凝土扩盘桩的桩周土体破坏的影响,为实际设计中综合考虑影响混凝土扩盘桩单桩承载力因素提供了依据。
The finite element model was established by ANSYS software. The effect of the disk section form on the soil around the pile under the action of horizontal force was compared and analyzed under the actual project and the ideal condition. In the actual design, The basis of bearing capacity of single-pile is provided.