NUMERICAL AND ASYMPTOTIC MODELING OF A FILTRATION PROBLEM WITH THE INITIAL DEPOSIT

The study of filtration as one of the problems of underground hydromechanics is necessary for the design and construction of tunnels, underground and hydraulic structures. Deep bed filtration of suspension in a porous medium with variable porosity and permeability and with an initial deposit is cons...

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Bibliographic Details
Main Authors: Ludmila I. Kuzmina, Yuri V. Osipov, Yuri P. Galaguz
Format: Article
Language:English
Published: Publishing House ASV 2017-09-01
Series:International Journal for Computational Civil and Structural Engineering
Subjects:
Online Access:http://ijccse.iasv.ru/article/view/52