Limit Analysis of Rigid Foundations on Floating Columns-Reference-Cited by-同舟云学术

Limit Analysis of Rigid Foundations on Floating Columns

Published:2009-05 Issue:3 Volume:9 Page:89-101
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bouassida Mounir¹²³,Jellali Belgacem¹²³,Porbaha Ali¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, Ecole Nationale d’Ingénieurs de Tunis, BP 37, Le Belvédère 1002 Tunis, Tunisia.

2. Institut Supérieur des Technologies de l’Environnement, de l’Urbanisme Et du Bâtiment, 02 Rue de l’ Artisanat Charguia II, Tunis, Tunisia.

3. Assistant Professor, Dept. of Civil Engineering, California State Univ., Sacramento, Riverside Hall 4032, 6000 J St., Sacramento, CA 95819-6029 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282009%299%3A3%2889%29

Reference18 articles.

1. Barksdale R. D. (1987). “Applications of the state of the art of stone columns—Liquefaction local bearing and example calculations.” Technical Rep. No. REMR GT-7 U.S. Corps of Engineers Washington D.C.

2. Barksdale R. D. and Bachus R. C. (1983). “Design and construction of stone columns.” Vol. 1 Rep. No. 1 FHWA/RD 83/026 Federal Highway Administration Washington D.C.

3. Etude expérimentale du renforcement de la vase de Tunis par colonnes de sable—Application pour la validation de la résistance en compression théorique d’une cellule composite confinée;Bouassida M.;Revue Française de Géotechnique,1996

4. Bearing capacity of a foundation resting on a soil reinforced by a group of columns

5. Closure to Extreme load of soils reinforced by columns: The case of an isolated column;Bouassida M.;Soils Found.,1996

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