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• W2028606723 abstract "Axisymmetric consolidation of a poroelastic soil layer with a compressible fluid constituent induced by groundwater drawdown was studied based on Biot’s axisymmetric consolidation theory. Laplace and Hankel transforms were employed to solve the governing equation. Explicit analytical solutions are obtained in the Laplace–Hankel transform domain when groundwater drawdown is induced by a constant pumping well. Based on the solutions, numerical computations were performed to study the influences of the compressibility of the fluid constituent on the consolidation behavior of the soil layer." @default.
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• W2028606723 date "2014-03-01" @default.
• W2028606723 modified "2023-10-14" @default.
• W2028606723 title "Axisymmetric consolidation of a poroelastic soil layer with a compressible fluid constituent due to groundwater drawdown" @default.
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• W2028606723 doi "https://doi.org/10.1016/j.compgeo.2013.10.004" @default.
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