Abstract
In this paper, a general solution was developed by the Laplace transform applying to the one-dimensional (1D) consolidation equation in a multi-layered unsaturated soil layer, and the analytical solutions of excess pore pressures as well as settlements under a semi-permeable boundary were derived in the Laplace domain employing the transfer matrix technique. Then to acquire the final solution in the time domain, a numerical computation was implemented by Crump’s method. Moreover, the proposed semi-analytical result is in good agreement with that obtained from the finite difference method. It validated that the present mathematical methodology is accessible, efficient, and reliable for deriving a semi-analytical solution of the 1D consolidation equation. A parametric study was conducted to describe the consolidation characteristic of a two-layered unsaturated soil. It is shown that both the boundary permeability and the soil-layer properties play a significant role in the consolidation of multi-layered unsaturated soils.
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Acknowledgements
This research is supported by the National Natural Science Foundation of China (Grant Nos. 42072292 and 41372279).
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Li, L., Qin, A. & Jiang, L. Semi-analytical solution for the one-dimensional consolidation of multi-layered unsaturated soils with semi-permeable boundary. J Eng Math 130, 10 (2021). https://doi.org/10.1007/s10665-021-10162-y
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DOI: https://doi.org/10.1007/s10665-021-10162-y