Evaluation of the effect of constant and non-constant Poisson’s ratio on reinforcement load of reinforced soil walls-Reference-Cited by-同舟云学术

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Evaluation of the effect of constant and non-constant Poisson’s ratio on reinforcement load of reinforced soil walls

Published:2024-02 Issue:1 Volume:64 Page:101409
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Ehrlich Mauricio^ORCID,Mirmoradi Seyed Hamed,Silva Gustavo Fonseca,Nascimento Gabriel

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference41 articles.

1. AASHTO (American Association of State Highway and Transportation Officials)., 2020. LRFD Bridge Design Specifications, 9th Edition, Washington DC, p. 1912.

2. Shear-lag analysis of planar soil reinforcement in plane-strain compression;Abramento;J. Eng. Mech.,1993

3. Ko-OCR relationships in soil;Belloti;J. Geotech. Engrg., ASCE,1983

4. BSI, 2010. BS 8006-1: Code of practice for strengthened/reinforced soils and other fills. London, UK: BSI.

5. A simple Ko triaxial cell;Campanella;Can. Geotech. J.,1972

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