The effect of geogrid reinforcement on unbound aggregates

Author:

Raymond Gerald,Ismail Issa

Publisher

Elsevier BV

Subject

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

Reference51 articles.

1. Abdel-Baki, S.M., Raymond, G.P., 1994a. Soil reinforcement for shallow foundations. Proceedings of the Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Cairo University, Egypt, January, pp. 100–107.

2. Reduction of settlements using soil reinforcement;Abdel-Baki,1994

3. Abdel-Baki, M.S., Raymond, G.P., 1994c. Numerical analysis of geosynthetic reinforced soil slabs. Proceedings of the Fifth International Conference on Geotextiles, Geomembranes and Related Products, Vol. 1, Singapore, pp. 317–320.

4. Abdel-Baki, S., Raymond, G.P., Johnson, P., 1993, Footing bearing capacity improvement from single reinforcement. Geosynthetics ’93, Vol. 1. North American Geosynthetics Society, St. Paul, MN, 30 March–1 April 1993, pp. 407–416.

5. Large model spread footing tests on geosynthetic reinforced soil foundations;Adams;Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers,1997

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