Abstract
Filtration consolidation is modeled taking into account salt saturation of soil and the nonisothermal and relaxation nature of the filtration process. A boundary-value problem for a soil mass consolidated on an impermeable bed is posed, its approximated solution is obtained, and the results of numerical experiments are presented.
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Translated from Kibernetika i Sistemnyi Analiz, No. 6, pp. 71–79, November–December 2006.
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Bulavatskii, V.M., Skopetskii, V.V. System approach to mathematical modeling of filtration consolidation. Cybern Syst Anal 42, 831–838 (2006). https://doi.org/10.1007/s10559-006-0123-2
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DOI: https://doi.org/10.1007/s10559-006-0123-2