2008
DOI: 10.1007/s10559-008-0006-9
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Mathematical modeling of the filtration consolidation of water-saturated randomly inhomogeneous soil masses

Abstract: The filtration consolidation of water-saturated randomly inhomogeneous soil masses is studied. The field of excess head in a soil mass with random inclusions is obtained in the case of random consolidation coefficients.

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“…(4)) formally coincides with the consolidation equation (obtained earlier in [8]) for a porous medium with relaxed filtration process; however, in the case under study, it is additionally possible to calculate the relaxation parameters t t 1 2 and according to relations (5), which determine also the physical meaning of these parameters.…”
Section: Construction Of the Mathematical Model And Statement Of The supporting
confidence: 57%
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“…(4)) formally coincides with the consolidation equation (obtained earlier in [8]) for a porous medium with relaxed filtration process; however, in the case under study, it is additionally possible to calculate the relaxation parameters t t 1 2 and according to relations (5), which determine also the physical meaning of these parameters.…”
Section: Construction Of the Mathematical Model And Statement Of The supporting
confidence: 57%
“…Relations (6), (7), (8), and (1) yield a system of equations of filtration-convective diffusion in a fractured porous medium as s n 1 1 1…”
Section: Construction Of the Mathematical Model And Statement Of The mentioning
confidence: 99%
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