Mitigating the bridge end bump problem: A case study of a new approach slab system with geosynthetic reinforced soil foundation-Reference-Cited by-同舟云学术

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Mitigating the bridge end bump problem: A case study of a new approach slab system with geosynthetic reinforced soil foundation

Published:2016-02 Issue:1 Volume:44 Page:39-50
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Chen Qiming,Abu-Farsakh Murad

Funder

Louisiana Transportation Research Center

Louisiana Department of Transportation and Development

Publisher

Elsevier BV

Subject

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

Reference29 articles.

1. An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand;Abu-Farsakh;Soils Found.,2013

2. Large-scale model footing tests on geogrid reinforced foundation and marginal embankment soils;Abu-Farsakh;Geotech. Test. J. ASTM,2008

3. “Use of Reinforced Soil Foundation (RSF) to Support Shallow Foundation,” Final Report;Abu-Farsakh,2007

4. Large model spread footing load tests on geosynthetic reinforced soil foundations;Adams;J. Geotech. Geoenviron. Eng. ASCE,1997

5. Bearing capacity tests on reinforced earth slabs;Binquet;J. Geotech. Eng. Div. ASCE,1975

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