Comprehensive design of columnar reinforced foundations

This paper presents the results obtained after investigations conducted on reinforced soils by columns through funded collaborative Tunisian French research program. The predictions of bearing capacity, based on limit analysis approaches, and settlement estimation, based on linear elastic behavior,...

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Bibliographic Details
Published in:	International journal of geotechnical engineering Vol. 7; no. 2; pp. 156 - 164
Main Author:	Bouassida, M
Format:	Journal Article
Language:	English
Published:	Taylor & Francis 01.04.2013
Subjects:	bearing capacity desing linear elasticity settlement reinforcement by columns
ISSN:	1938-6362, 1939-7879
Online Access:	Get full text
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