Investigation of Load-Transfer Mechanisms in Geotechnical Earth Structures with Thin Fill Platforms Reinforced by Rigid Inclusions-Reference-Cited by-同舟云学术

Investigation of Load-Transfer Mechanisms in Geotechnical Earth Structures with Thin Fill Platforms Reinforced by Rigid Inclusions

Published:2011-06 Issue:3 Volume:11 Page:239-250
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chevalier B.¹²³,Villard P.¹²³,Combe G.¹²³

Affiliation:

1. Ph.D. Student, Grenoble Universités, Laboratoire Sols, Solides, Structures—Risques UMR CNRS/UJF/INPG (3S-R), Domaine Universitaire, BP 53, F-38041 Grenoble Cedex 9, France (corresponding author).

2. Professor, Grenoble Universités, Laboratoire Sols, Solides, Structures—Risques UMR CNRS/UJF/INPG (3S-R), Domaine Universitaire, BP 53, F-38041 Grenoble Cedex 9, France.

3. Assistant Professor, Grenoble Universités, Laboratoire Sols, Solides, Structures—Risques UMR CNRS/UJF/INPG (3S-R), Domaine Universitaire, BP 53, F-38041 Grenoble Cedex 9, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000083

Reference32 articles.

1. A simplified method for analysis of a piled embankment reinforced with geosynthetics

2. Briançon L. (2007). A.S.I.RI.—Tranche 1—Thème 1: Rapport final. Rapport technique 1-07-1-02 Conservatoire National des Arts et Métiers Paris.

3. British Standards Institution. (1995). “Design of embankments with reinforced soil foundation on poor ground.” British Standard 8006: Code of practice for strengthened/reinforced soils and other fills 80–121.

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