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

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. ISSN 1748-6025

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.


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Item Type: Article (Commonwealth Reporting Category C)
Refereed: Yes
Item Status: Live Archive
Depositing User: Mrs Juanita Ryan
Faculty / Department / School: Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering
Date Deposited: 11 Oct 2007 00:48
Last Modified: 02 Jul 2013 22:39
Uncontrolled Keywords: deformation; numerical modelling; strip footing; square footing; circular footing; layered soils; bearing capacity; bearing-capacity factor; clays
Fields of Research (FOR2008): 09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering
09 Engineering > 0914 Resources Engineering and Extractive Metallurgy > 091402 Geomechanics and Resources Geotechnical Engineering
09 Engineering > 0913 Mechanical Engineering > 091307 Numerical Modelling and Mechanical Characterisation
Socio-Economic Objective (SEO2008): E Expanding Knowledge > 97 Expanding Knowledge > 970109 Expanding Knowledge in Engineering
Identification Number or DOI: doi: 10.1080/17486020600632637
URI: http://eprints.usq.edu.au/id/eprint/1637

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