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ISSN: 1524-5845 Print
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DOI: 10.1615/IntJCompCivStructEng.v1.i1
Pages: 90
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DOI: 10.1615/IntJCompCivStructEng.v1.i1.10
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Article price - $35.00 |
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COMPUTATIONAL MODELING OF THE DEFORMATION OF NONHOMOGENEOUS SOIL BASE WITH DEFORMATION MODULUS THAT INCREASES WITH DEPTH
Sergey M. Aleynikov
Department of Applied Mathematics, Voronezh State University of Architecture and Civil Engineering, Voronezh, Russia
Valeriya V. Gumenyuk
Department of Engineering Mechanics, Bases and Foundations, State Academy of Architecture and Civil Engineering, Almaty, Kazakhstan
ABSTRACT
The article deals with the numerical and analytical solution of the problem of vertical concentrated force action on an elastic nonhomogeneous base whose deformation modulus increases with depth according to the hyperbolic-power law. By the example of solving the contact problem for a circular punch, the principal regularities have been found for the influence of deformation nonhomogeneity on the interaction of soil bases and rigid foundations.
pages 1-8
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