What is it about?
This work proposes an analytical determination of ultimate bearing capacity of purely cohesive soil reinforced by a group of cohesive-frictional columns material.
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Why is it important?
The consideration of a experimental unit cell model that served for the validation of the analytical result obtained by the static and kinematic approach of limit analysis.
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This page is a summary of: Discussion: Bearing capacity of a foundation resting on a soil improved by a group of columns, Géotechnique, September 1996, ICE Publishing,
DOI: 10.1680/geot.1996.46.3.570.
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