Axisymmetric Slabs of Finite Extent on Elastic Solid
Publication: Journal of Transportation Engineering
Volume 113, Issue 3
Abstract
The development of a computer program for the analysis of axisymmetric slabs of finite extent supported by an elastic solid foundation is described. CFES employs the method of concordant deflections and is much less taxing on computer resources than corresponding finite element programs. It is shown to be a useful tool in the analysis of rigid pavements, especially in investigating subgrade stress distributions, where it can aid interpretation of finite element results. Other possible applications include analysis of foundation rafts and footings, floor slabs, etc.
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Information & Authors
Information
Published In
Journal of Transportation Engineering
Volume 113 • Issue 3 • March 1987
Pages: 277 - 290
Copyright
Copyright © 1987 ASCE.
History
Published online: Mar 1, 1987
Published in print: Mar 1987
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