Numerical Simulation of Stress Distribution beneath the Foundation of a Geosynthetic Reinforced Soil Bridge Abutment Using Parametric Studies

Author:

Talebi Majid,Meehan Christopher L.

Publisher

American Society of Civil Engineers

Reference21 articles.

1. Publication No. FHWA-HRT-11-026;Adams M.,2011

2. Settlement Analysis of Geosynthetic Reinforced Soil Retaining Walls at Foundation Level;Algın H. M.;EJGE,2010

3. Failure envelopes and plastic potentials for eccentrically loaded surface footings on undrained soil

4. Federal Highway Administration https://www.fhwa.dot.gov/innovation/everydaycounts/edc-3/grs-ibs.cfm 2017

5. Proceedings of the Eighth International Conference on Geosynthetics Yokohama Japan Proceedings of the Eighth International Conference on Geosynthetics 4 T. Fujii J. Izawa J. Kuwano M. Ishihara A Nakane Prediction of deformation of retaining walls of geosynthetic-reinforced soil under large earthquakes 2006 1485 1488

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