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- W2189423511 abstract "Much of the reported research on the analysis of pile foundations assumes linear behavior of soil that may not be valid. In this paper, material nonlinearity of the soil caused by plasticity is considered in the analysis of laterally loaded pile foundations. A von-Mises, Drucker-Prager and Mohr-Coulomb soil models have been used to define plastic yielding in soil. The interface of soil and pile under the lateral load has been accounted for by incorporating interface elements in the modeling. The piles in series configuration have been considered for the pile group analysis. Individual piles in a group are assumed to be rigidly connected together at the pile head. Pile and soil are modeled using three-dimensional finite element techniques treating pile as linear elastic and soil as linearelastic-perfectly-plastic material. Parametric studies have been performed to examine the effects of pile spacing on the response of pile group. A clear effect of material nonlinearity is observed on the response of pile." @default.
- W2189423511 created "2016-06-24" @default.
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- W2189423511 date "2010-01-01" @default.
- W2189423511 modified "2023-09-26" @default.
- W2189423511 title "Nonlinear 3D Finite Element Analysis of Pile Group Subjected to Lateral Load" @default.
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