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- W3126787401 abstract "The raft–soil dynamic interaction problem is of great significance in the fields of marine geotechnical engineering and traffic engineering. This paper develops an analytical model to study the dynamic response of an elastic raft embedded in saturated soil bonded to a rigid base. The model combines the classical theory of elastic thin plate and the analytical layer element method (ALEM). The raft was divided into finite circular elements that are governed by the elastic thin plate theory. Fundamental solutions for the layered saturated soils with compressible constituents were obtained by employing ALEM. By considering the compatible conditions at the interface, the dynamic behavior of the elastic raft was investigated. The present method was verified by comparing with existing solutions. The influences of the vibration frequency, embedded depth of the raft, raft–soil stiffness ratio and the layer property of soil were studied in the numerical analysis. The present model is capable of simulating the dynamic response of the elastic raft resting on the surface or embedded in layered saturated soils, and can also be employed to analyze general raft–soil interaction problems encountered in practical engineering." @default.
- W3126787401 created "2021-02-15" @default.
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- W3126787401 date "2021-04-01" @default.
- W3126787401 modified "2023-09-27" @default.
- W3126787401 title "Analytical Model for Vertical Dynamic Interaction between Circular Raft and Saturated Soils" @default.
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- W3126787401 doi "https://doi.org/10.1061/(asce)gm.1943-5622.0001959" @default.
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