A model for one-dimensional consolidation of clayey soils with non-linear viscosity
Published: 27 February 2023| Version 1 | DOI: 10.17632/xtww8jmgwr.1
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.
Universidade Federal do Rio de Janeiro
Geotechnical Engineering, Creep, Viscosity, Soft Soil, Soft Clay
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior