Ultimate Bearing Capacity of a Strip Footing on Ground Reinforced by a Trench

Author:

Bouassida M.1,Jellali B.2,Lyamin A.3

Affiliation:

1. Professor, École Nationale d’Ingénieurs de Tunis, Univ. de Tunis El Manar, 05/UR/11-06, BP 37 Le Belvédère, 1002 Tunis, Tunisia (corresponding author).

2. Researcher, École Nationale d’Ingénieurs de Tunis, Univ. de Tunis El Manar, 05/UR/11-06, BP 37 Le Belvédère, 1002 Tunis, Tunisia.

3. Professor, Faculty of Engineering and Built Environment, Univ. of Newcastle, Callaghan NSW 2308, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference24 articles.

1. Bouassida M. (1996a). “Determination of bearing capacity of rigid foundations resting on reinforced soil by columns.” Doctorate ès-Sciences National Engineering School of Tunis Tunis Tunisia (in French).

2. 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.;Rev. Fr. Géotech.,1996

3. Bouassida M. (2012). “Design of columnar-reinforced foundations.” Proc. Int. Conf. on Ground Improvement and Ground Control: ICGI B. Indraratna et al. eds. Vol. 1 Univ. of Wollongong Wollongong NSW Australia 599–608.

4. Extreme Load of Soils Reinforced by Columns: The Case of an Isolated Column

5. Capacité portante d’un sol renforcé par une tranchée;Bouassida M.;Rev. Fr. Génie Civ.,2002

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