Three-Dimensional Passive Earth Pressures by Kinematical Approach-Reference-Cited by-同舟云学术

Three-Dimensional Passive Earth Pressures by Kinematical Approach

Published:2000-11 Issue:11 Volume:126 Page:969-978
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Soubra Abdul-Hamid¹²³,Regenass Pierre¹²³

Affiliation:

1. Member, ASCE

2. Prof., IUP Génie Civil et Infrastructures, LGCNSN, Bd. de l'université, BP 152, 44603 Saint-Nazaire cedex, France; formerly, ENSAIS, 24, Bld de la Victoire, 67084 Strasbourg cedex, France. E-mail: Ahamid.Soubra@ensais.u-strasbg.fr

3. Asst., ENSAIS, 24, Bld de la Victoire, 67084 Strasbourg cedex, France. E-mail: Pierre.Regenass@ensais.u-strasbg.fr

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282000%29126%3A11%28969%29

Reference24 articles.

1. Blum H. ( 1932). “Wirtschaftliche Dalbenformen und deren Berechnung.” Bautechnik 10(5) 122–135 (in German).

2. Caquot A. and Kérisel J. ( 1949). Traité de mécanique des sols Gauthier-Villars Paris (in French).

3. Chen W. F. ( 1975). Limit analysis and soil plasticity Elsevier Science Amsterdam.

4. Chen W. F. and Rosenfarb J. L. ( 1973). “Limit analysis solutions of earth pressure problems.” Soils and Found. Tokyo 13(4) 45–60.

5. Collins I. F. ( 1969). “The upper-bound theorem for rigid/plastic solids to include Coulomb friction.” J. Mech. Phys. Solids 17 323–338.

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