Analytical solutions describing the consolidation of a multi-layered soil under circular loading
type: Item
instance of: scholarly article
title: Analytical solutions describing the consolidation of a multi-layered soil under circular loading
zbMATH Open document ID: 1200.74106
author: J. Martínez
published in: Journal of Engineering Mathematics
publication date: 2010-06-29T00:00:00Z
review text: Using the transfer matrix method, the authors obtain analytical solutions which describe a multi-layered saturated poroelastic soil subject to circular loading. Fourier expansions, Laplace and Hankel transforms are used to obtain the above-mentioned solutions. Numerical results for two- and six-layered soils are compared with previous solutions from the literature.
reviewed by: Olivian Simionescu
Mathematics Subject Classification ID: 74L10
Mathematics Subject Classification ID: 74F10
Mathematics Subject Classification ID: 76S05
Mathematics Subject Classification ID: 86A05
zbMATH DE Number: 5728548
zbMATH Keywords: Biot consolidation
zbMATH Keywords: integral transforms
zbMATH Keywords: Fourier expansions
zbMATH Keywords: transfer matrix method
MaRDI profile type: Publication
full work available at URL: s10665-009-9299-6
OpenAlex ID: W2034517791
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DOI: 10.1007/S10665-009-9299-6
description: scientific article; zbMATH DE number 5728548