Abstract

Mathematical models in the assessment of water saturated soil massifs' deformations under their drainage have been developed and substantiated. An algorithm for the construction of hydrodynamic networks has been developed and the transformation of differential equations of filtration and stressed-strain state of a soil mass using the method of numerical conformal mappings has been fulfilled.

Citation details of the article

Journal: International Journal of Applied Mathematics
Journal ISSN (Print): ISSN 1311-1728
Journal ISSN (Electronic): ISSN 1314-8060
Volume: 31
Issue: 6
Year: 2018

DOI: 10.12732/ijam.v31i6.5

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