Finite element modelling of soil-geogrid interaction with application to the behavior of geogrids in a pullout loading condition-Reference-Cited by-同舟云学术

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Finite element modelling of soil-geogrid interaction with application to the behavior of geogrids in a pullout loading condition

Published:1993-01 Issue:5 Volume:12 Page:479-501
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Wilson-Fahmy Ragui F.,Koerner Robert M.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference5 articles.

1. Results of Class A predictions for the RMC reinforced soil wall trials;Bathurst,1987

2. Finite element analyses of retaining wall behavior;Clough;J. Soil Mech. & Found. Div., ASCE,1971

3. Load-displacement relationship for vertical anchor plates;Das;J. Geotech. Engng. Div., ASCE,1975

4. Analytic behavior of geogrid anchorage;Koerner,1989

5. Friction in reinforced earth;Schlosser,1978

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1. Analytical assessment of pullout capacity of reinforcements in unsaturated soils;Geotextiles and Geomembranes;2024-10

2. Modelling the ultimate pullout resistance of geogrids;Geosynthetics International;2024-08-07

3. A Machine Learning Architecture Replacing Heavy Instrumented Laboratory Tests: In Application to the Pullout Capacity of Geosynthetic Reinforced Soils;Sensors;2022-11-10

4. Laboratory Large-Scale Pullout Tests for Evaluation of the Application of Waste Plastic Bottles as Transverse Members on Geogrid Reinforcement;International Journal of Geosynthetics and Ground Engineering;2022-06

5. Three-Dimensional Modeling of Geogrid Pullout Test Using Finite-Element Method;International Journal of Geomechanics;2022-03

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