A model for one-dimensional consolidation of clayey soils with non-linear viscosity
In this repository files are stored referring to an algorithm developed to calculate the one-dimensional consolidation of clayey soils, based on a model where creep is attributed to the non-linear viscous behavior of this type of soil.
Steps to reproduce
The following files are provided: - The code of the algorithm, in the Fortran 90 programming language; - The executable file resulting from compiling the aforementioned code; - A .TXT template file where the input data of the problem is inserted; - An .XLXS spreadsheet to assist in creating the >TXT input file.
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