volume 13, issue 4, P442-451 1976
DOI: 10.1139/t76-044
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Abstract: This paper presents a discussion of the effect of horizontal consolidation on the differential settlements of footings on clay. Plane symmetry is considered. The solution of the two-dimensional consolidation equation is expressed in integral form, and evaluated numerically for different initial stress distributions.It was found that under certain conditions, horizontal consolidation can cause temporary differential settlements that are up to 50% larger than those expected on the basis of vertical consolidatio…

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