DISCUSSIONS AND CLOSURES
May 1, 1999
Effect of Geogrid Reinforcement in Model Track Tests on Pavements
Authors: B. V. S. Viswanadham, G. V. Rao, Fereidoon Moghaddas-Nejad, and John C. SmallAuthor Affiliations
Publication: Journal of Transportation Engineering
Volume 125, Issue 3
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References
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Espinoza, R. D. ( 1994). “Soil-geotextile interaction: Evaluation of membrane support.” Geotextiles and Geomembranes, 13, 281–293.
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Fakher, A., and Jones, C. J. F. P. (1996). “Discussion of `Bearing capacity of rectangular footings on geogrid-reinforced sand,' by Temel Yetimoglu, Jonathan T. H. Wu, and Ahmet Saglamer.”J. Geotech. Engrg., ASCE, 122(4), 326–327.
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Love, J. P., Burd, H. J., Milligan, G. W. E., and Houlsby, G. T. ( 1987). “Analytical and model studies of reinforcement of layer of granular fill on a soft clay subgrade.” Can. Geotech. J., Ottawa, 24, 611–622.
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Viswanadham, B. V. S. ( 1996). “Geosynthetic reinforced mineral srealing layers of landfills.” PhD dissertation, Serial No. 28, Ruhr-University, Bochum, Germany.
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Published online: May 1, 1999
Published in print: May 1999
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Authors
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B. V. S. Viswanadham
G. V. Rao
Fereidoon Moghaddas-Nejad
John C. Small
Sci., Geotech. Engrg. Div., Central Road Res. Inst., New Delhi 110 020, India.
Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., New Delhi 110 016, India.
Asst. Prof., Dept. of Civ. Engrg., Amir Kabir Univ. of Technol., Hafex Ave., No. 424, Tehran, Iran.
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Sydney, NSW 2006, Australia.
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