Publisher： Edp Sciences
E-ISSN： 2261-236x|117|issue|00052-00052
ISSN： 2261-236x
Source： MATEC Web of conference, Vol.117, Iss.issue, 2017-07, pp. : 00052-00052
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Abstract
The influence of groundwater filtration on soil strength should be taken into account in the design and construction of bases and foundations. The mathematical model of the filtration of a monodisperse suspension in a heterogeneous porous medium is considered, which takes into account the change in porosity and permeability in the formation of a deposit. A numerical solution of the problem is obtained by finite differences method.
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