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- W2077806491 abstract "The precise analysis of soil-pile-structure interaction requires a proper description of soil layer, pile, and structure. In commonly used finite element simulations, mesh boundaries should match the material discontinuity line. However, in practice, the geometry of soil profiles and piles may be so complex that mesh alignment becomes a wasteful and difficult task. To overcome these difficulties, a different integration method is adopted in this paper, which enables easy integration over a regular element with material discontinuity regardless of the location of the discontinuity line. By applying this integration method, the mesh can be generated rapidly and in a highly structured manner, leading to a very regular stiffness matrix. The influence of the shape of the soil profile and piles on the response is examined, and the validity of the proposed soil-pile structure interaction analysis method is demonstrated through several examples. It is seen that the proposed analysis method can be easily used on soil-pile-structure interaction problems with complex interfaces between materials to produce reliable results regardless of the material discontinuity line." @default.
- W2077806491 created "2016-06-24" @default.
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- W2077806491 date "2009-06-30" @default.
- W2077806491 modified "2023-09-24" @default.
- W2077806491 title "Dynamic Analysis of Soil-Pile-Structure Interaction Considering a Complex Soil Profile" @default.
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- W2077806491 doi "https://doi.org/10.5000/eesk.2009.13.3.021" @default.
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