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

[wafiullah]

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

Geomechanics and Geoengineering
Volume 1, Issue 2, 2006
DOI: 10.1080/17486020600632637
Authors: R. S. Merifielda* & V. Q. Nguyena
pages 151-162


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 behavior 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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[Grunf]

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