Vasiliy V.
Skopetsky Vladimir M.
Bulavatskiy ABSTRACT A new mathematical model of non-equilibrium process of filtrational consolidation of soil massifs saturated by saline solutions is suggested. Within the framework of this model an approximate solution of a nonlinear boundary-value problem, that models process of consolidation of water-saturated ground massif on the permeable basis under conditions of filtration of saline solution, is obtained.
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