Numerical evaluation of 3D passive earth pressure coefficients for retaining wall subjected to translation-Reference-Cited by-同舟云学术

Numerical evaluation of 3D passive earth pressure coefficients for retaining wall subjected to translation

Published:2008-01 Issue:1 Volume:35 Page:47-60
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Benmebarek S.,Khelifa T.,Benmebarek N.,Kastner R.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference25 articles.

1. Wirtschaftliche Dalbenformen und deren Berechnung;Blum;Buatechnik,1932

2. Three-dimensional passive earth pressures by kinematical approach;Soubra;ASCE J Geot Geoenv Eng,2000

3. FLAC3D. Fast lagrangian analysis of continua. Minneapolis: ITASCA Consulting Group, Inc.; 2000.

4. Coulomb CA. Essai sur une application des règles des maximas et minimas à quelques problèmes de statique relatifs à l’architecture. Mém. acad. roy. pres. divers savanta, vol. 7, 1776, Paris [in French].

5. On the stability of loose earth;Rankine,1857

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