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- W600058879 abstract "Pile-soil interaction of the passive with 3-D finite element analysis by using pile under soft soil movement action was analyzed ANSYS. Elastic-plastic property of the soil was simulated by the Drucker Prager yield criterion in the analysis. The large deformation of soil was considered and contact elements were used to evaluate the pile-soil interaction. The influences of soil layers£§ depth and piles£§ number on the lateral pressure of the pile were analyzed. The lateral pressures on different piles were compared. Results show that the adjacent surcharge may result in significant horizontal deformation of the soft soil and considerable horizontal pressure on the pile. The pressure acting on the row near the surcharge is higher than that on the other row due to the barrier and arching effects in pile groups. The passive load and its distribution should be taken into account in the design of the passive piles." @default.
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- W600058879 date "2008-07-01" @default.
- W600058879 modified "2023-09-27" @default.
- W600058879 title "3-D Finite Element Analysis on Pile-soil Horizontal Interaction of Passive Pile Under Soft Soil Movement Action" @default.
- W600058879 hasPublicationYear "2008" @default.
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