Three-Dimensional Numerical Modeling of a Piled Embankment-Reference-Cited by-同舟云学术

Three-Dimensional Numerical Modeling of a Piled Embankment

Published:2009-05 Issue:3 Volume:9 Page:102-112
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jenck Orianne¹²³,Dias Daniel¹²³,Kastner Richard¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Polytech’Clermont-Ferrand, Laboratory of Mechanics and Engineering (LaMI). Blaise Pascal Univ., Campus des Cézeaux, BP 206, F-63174 Aubière Cedex, France; formerly, Postdoc Fellow, Laboratory of Civil and Environmental Engineering, Institut National des Sciences Appliquées (INSA) de Lyon, Domaine Scientifique de la Doua, F-69621 Villeurbanne Cedex, France (corresponding author).

2. Assistant Professor, Laboratory of Civil and Environmental Engineering (LGCIE), Institut National des Sciences Appliquées (INSA) de Lyon, Domaine Scientifique de la Doua, F-69621 Villeurbanne Cedex, France.

3. Professor, Laboratory of Civil and Environmental Engineering (LGCIE), Institut National des Sciences Appliquées (INSA) de Lyon, Domaine Scientifique de la Doua, F-69621 Villeurbanne Cedex, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282009%299%3A3%28102%29

Reference39 articles.

1. Berthelot P. Pezot B. and Liausu P. (2003). “Amélioration des sols naturels ou anthropiques par colonnes semi-rigides: Le procédé CMC.” Proc. 13th European Conf. on Soil Mechanics and Geotechnical Engineering The Czech Geotechnical Society CICE Prague Czech Republic (in French).

2. Briançon L. Kastner R. Simon B. and Dias D. (2004). “Etat des connaissances—Amélioration des sols par inclusions rigides.” Proc. Int. Symp. on Ground Improvement Presses de l’ENPC Paris 15–44 (in French).

3. Amélioration des sols par inclusions rigides verticales. Application à l’édification de remblais sur sols médiocres;Combarieu O.;Revue Française de Géotechnique,1988

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