This article is cited in 1 paper

Short Communication
Mechanics of Solids

Mathematical simulation of the building – foundaition – soil systems

G. N. Gusev, A. A. Tashkinov

Perm State National Research Polytechnical University, Perm, Russia

Abstract: 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.

UDC: 539.3

MSC: Primary 74L10; Secondary 74S05

Original article submitted 25/X/2012
revision submitted – 19/XI/2012

DOI: 10.14498/vsgtu1126

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