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INFLUENCE OF THE STIFFNESS AND BONDING OF THE ?FOUNDATION ? SUBSOIL? INTERACTION SYSTEM ON CONTACT STRESSES DISTRIBUTION AND DEFORMATIONS OF THE SPREAD SQUARE FOUNDATIONS.
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L. Hrustinec;J. Sumec;J. Kuzma
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1314-2704
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English
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20
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1.1
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In the article is analyzed the influence of relative stiffness and bonding of the "foundation -subsoil" interaction system on the value and distribution of the vertical normal and shearcontact stresses. The analysis of the calculated deformations of the foundation focused onthe qualitative and quantitative evaluation of the non-uniform settlement, respectively therelative deflection and flexibility of the foundation. In terms of relative stiffness areanalyzed the shallow square foundations from the "perfect rigid? to the "perfect flexible?.
From point of view of the effect bond, the contact surface between the foundation andsubsoil was modeled for three following cases: bi-directional bond, one-directional bondwith friction and one-directional bond frictionless. Mathematical modeling using FiniteElement Method (FEM) solves the problem of the interaction between square foundationsand subsoil. Computer program ANSYS was used to solve the problem. In the solutionof the problem was important to observe the physical principles. The contact task solvedas a 3-D problem according to assumptions of the linear elastic half-space theory. Theresults compared qualitatively and quantitatively in tabular and graphical form. |
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conference
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20th International Multidisciplinary Scientific GeoConference SGEM 2020
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20th International Multidisciplinary Scientific GeoConference SGEM 2020, 18 - 24 August, 2020
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Proceedings Paper
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STEF92 Technology
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International Multidisciplinary Scientific GeoConference-SGEM
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SWS Scholarly Society; Acad Sci Czech Republ; Latvian Acad Sci; Polish Acad Sci; Russian Acad Sci; Serbian Acad Sci & Arts; Natl Acad Sci Ukraine; Natl Acad Sci Armenia; Sci Council Japan; European Acad Sci, Arts & Letters; Acad Fine Arts Zagreb Croatia; C
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601-612
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18 - 24 August, 2020
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website
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cdrom
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6791
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foundation ? subsoil interaction; stiffness of foundation; shallow square foundation; contact stresses; settlement
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