Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays

Article

Merifield, R. S. and Nguyen, V. Q.. 2006. "Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays." Geomechanics and Geoengineering: an international journal. 1 (2), pp. 151-162. https://doi.org/10.1080/17486020600632637

Article Title	Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays
ERA Journal ID	4335
Article Category	Article
Authors	Merifield, R. S. (Author) and Nguyen, V. Q. (Author)
Journal Title	Geomechanics and Geoengineering: an international journal
Journal Citation	1 (2), pp. 151-162
Number of Pages	12
Year	2006
Place of Publication	Abingdon, United Kingdom
ISSN	1748-6025
	1748-6033
Digital Object Identifier (DOI)	https://doi.org/10.1080/17486020600632637
Web Address (URL)	http://www.informaworld.com/smpp/content~content=a758556823~db=all~order=page
Abstract	In this paper, finite element analysis is used to predict the undrained bearing capacity of strip, square and circular footings resting on layered clays. The soil profile consists of two clay layers with different thicknesses and properties. The results are compared with previous solutions for strip footings on layered clays. The bearing-capacity behaviour is discussed and the bearing-capacity factors are given for various cases involving a range of layer thicknesses and properties of the two clay soil layers.
Keywords	deformation; numerical modelling; strip footing; square footing; circular footing; layered soils; bearing capacity; bearing-capacity factor; clays
ANZSRC Field of Research 2020	400510. Structural engineering
	401902. Geomechanics and resources geotechnical engineering
	401706. Numerical modelling and mechanical characterisation
Byline Affiliations	Department of Agricultural, Civil and Environmental Engineering

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