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- W1555654161 abstract "Abstract Nonlinear dynamic interaction of saturated soil and structure is analyzed by using the direct finite element method. Undrained conditions are assumed and an overlay model is proposed to describe both plastic deformation and pore pressure build up in the porous soil. In order to model the infinite soil region by a finite element mesh appropriately, the viscous boundary with minor modifications is applied to the nearly incompressible soil. Some numerical examples are presented to show the performance of the analysis procedure and to investigate some influence factors." @default.
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- W1555654161 date "1998-01-01" @default.
- W1555654161 modified "2023-09-27" @default.
- W1555654161 title "Nonlinear dynamic analysis of saturated soil-structure interaction by FEM" @default.
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- W1555654161 doi "https://doi.org/10.1016/s0165-1250(98)80015-1" @default.
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