Geodesic
The filtration consolidation problem taking into account the salt and heat transfer and skeleton creep of the three-phase soil
Matematičeskoe modelirovanie, Tome 22 (2010) no. 4, pp. 32-56

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The mathematical model of the three-phase soil layer filtration consolidation problem taking into account the salt and heat transfer has been formulated. Skeleton creep and momentary deformations have been taken into account in one. The numerical solution of the corresponding boundary-value problem has been found by the finite element method and radial basis functions method. Influence of heat and mass transfer on fluid pressures has been confirmed by numerical experiment.
Mots-clés : filtration consolidation problem
Keywords: finite element method, radial basis functions method. 
@article{MM_2010_22_4_a2,
     author = {A. P. Vlasyuk and P. N. Martinyuk},
     title = {The filtration consolidation problem taking into account the salt and heat transfer and skeleton creep of the three-phase soil},
     journal = {Matemati\v{c}eskoe modelirovanie},
     pages = {32--56},
     publisher = {mathdoc},
     volume = {22},
     number = {4},
     year = {2010},
     language = {ru},
     url = {http://geodesic.mathdoc.fr/item/MM_2010_22_4_a2/}
}
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A. P. Vlasyuk; P. N. Martinyuk. The filtration consolidation problem taking into account the salt and heat transfer and skeleton creep of the three-phase soil. Matematičeskoe modelirovanie, Tome 22 (2010) no. 4, pp. 32-56. http://geodesic.mathdoc.fr/item/MM_2010_22_4_a2/