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On the circular footing plates on two-parameters foundation under arbitrary loads

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Abstract

Modelling soils by two-parameter foundation model, this paper calculates the distributions of displacements of circular footing plates on soils and reactions of soils under arbitrary loads using semi-analytical finite element method. And it improves V.Z. Vlazov's solution in the case of axisymmetry. The results agree well in comparison with those by F E M. At the same time, the boundary conditions of circular plates on soils are discussed.

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Authors and Affiliations

  1. Shanghai Institute of Appl. Math. and Mech., Shanghai

    Loo Wen-da & Wang Shu

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  1. Loo Wen-da
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  2. Wang Shu
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Wen-da, L., Shu, W. On the circular footing plates on two-parameters foundation under arbitrary loads. Appl Math Mech 8, 815–823 (1987). https://doi.org/10.1007/BF02019518

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  • DOI: https://doi.org/10.1007/BF02019518

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