Passive earth pressure of narrow cohesionless backfill against inclined rigid retaining walls under translation mode-Reference-Cited by-同舟云学术

Passive earth pressure of narrow cohesionless backfill against inclined rigid retaining walls under translation mode

Published:2020-10 Issue:5 Volume:60 Page:1226-1240
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Chen Fu-quan^ORCID,Lin Yu-jian,Yang Jun-tao

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference27 articles.

1. Estimation of passive earth pressure against rigid retaining wall considering arching effect in cohesive-frictional backfill under translation mode;Cai;Int. J. Geomech.,2017

2. Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode;Chen;Soils Found.,2019

3. Active earth pressure against rigid retaining walls subjected to confined cohesionless soil;Chen;Int. J. Geomech.,2017

4. Essais sur une application des regles des maximis et minimis a quelques problems de statique relatits a l’architecture;Coulomb;Mém. Math Phys. Acad. R. Sci.,1776

5. Passive Earth Pressure with Critical State Concept;Fang;J. Geotech. Geoenviron. Eng.,2002

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4. Semianalytical Solution for Earth Pressure of Narrow Granular Backfill with a Log-Spiral Failure Surface behind Retaining Walls under Translational Mode;International Journal of Geomechanics;2023-09

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