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- W2356603513 abstract "The subject of this paper is to study the bearing and deforming behavior of group pile. The FEM is used to simulate the piles and near field soil mass and the IEM is adopted to simulate the piles and distant field soil. In addition, the Goodman joint elements are introduced to the pile soil interface. The modified Cambridge model is employed in simulating the near field soil and the nonlinear analysis method is used in the pile soil interface and distant field soil. The analytical results are basically identical to the experimental ones. It is concluded that the coupled analytical method given in this paper can be used to analyze the bearing and deforming behavior of piles and soil." @default.
- W2356603513 created "2016-06-24" @default.
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- W2356603513 date "2001-01-01" @default.
- W2356603513 modified "2023-09-24" @default.
- W2356603513 title "Analysis of Elasto plasticity of Bearing and Deforming Behavior of Group Pile under Vertical Load" @default.
- W2356603513 hasPublicationYear "2001" @default.
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