Geodesic
Mathematical simulation of the building~--~foundaition~--~soil systems
Journal of Samara State Technical University, Ser. Physical and Mathematical Sciences, no. 4 (2012), pp. 222-226.

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This work addresses the problems of the deformed basis layer thickness assigning in the mathematical modeling of the building – foundation – soil systems on large foundation plates. It also contains the comparison of deformed soil layer thickness computation results for two methods: numerical and analytical.
Keywords: linearly deformed half-space, two-parameter elastic base, numerical experiment, CAE ANSYS. 
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G. N. Gusev; A. A. Tashkinov. Mathematical simulation of the building~--~foundaition~--~soil systems. Journal of Samara State Technical University, Ser. Physical and Mathematical Sciences, no. 4 (2012), pp. 222-226. http://geodesic.mathdoc.fr/item/VSGTU_2012_4_a23/

[1] Beresnev A. S., Bol'shakov A. Yu., Gusev G. N., Korkodinov V. V., Pimenov B. N., “Computation of settlings of high-rise building on a flexible large-area plate foundation”, International Journal for Computational Civil and Structural Engineering, 4:2 (2008), 34–34

[2] Timoshenko S. P., Voynovsky–Krieger S., Plates and shells, v. 2, Nauka, Moscow, 1966, 636 pp. | Zbl

[3] Pasternak P. L., On a New Method of Analysis of an Elastic Foundation by Means of two Foundation Constants, Gosudarstvennoye izdatel'stvo literatury po stroitel'stvu i arkhitekture, Moscow, 1954, 55 pp.

[4] Manvelov L. I., Bartoshevich E. S., Mineyeva L. A., “Experimental study of soil deformation properties under field conditions”, Tr. NIAI VVS, v. 81, NIAI VVS, Moscow, 1958, 83

[5] Manvelov L. I., “Analysis of beams on elastic foundation with two coefficients bed and experimental justification of the calculation model base”, Tr. NIAI VVS, v. 56, NIAI VVS, Moscow, 1958, 96