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- W2362155689 abstract "Based on ADINA,using the displacement penetration method,the complete process of successive penetration of static pressure pile-sinking was simulated with finite element method.This paper studied change law of displacement and the stress caused by static pressure pile in homogeneous soil.The paper also comparsen between the displacement and stress caused by static pressure pile in layered soil.The finite element analysis showed that with radial distance increasing,the horizontal displacement the compressive stress of the soil took a logarithmic decay in homogeneous soil,and was related to the depth of penetration of the pile.The effect of layered soil was larger than the homogeneous soil,and the effect was mainly reflected in that the soil's displacement increases.Compression stress changes rapidly and discontinues at the boundary of soft soil and hard soil in layered soil.The pile is easy to crack and bend in practical engineering.At last,the methods for prevention are put forward." @default.
- W2362155689 created "2016-06-24" @default.
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- W2362155689 date "2012-01-01" @default.
- W2362155689 modified "2023-09-27" @default.
- W2362155689 title "Finite Element Analysis of Static Pressure Pile-Sinking Based on the Displacement Penetration Method" @default.
- W2362155689 hasPublicationYear "2012" @default.
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