A non-linear process of moisture transport in the soil containing thin inclusions has been investigated. The corresponding one-dimensional boundary value problem has been solved numerically with the finite element method. By means of numerical experiments the differences in pressure head jump values have been presented in the case of various conjugation conditions-classical and modified ones.
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.
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