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Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/101

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contributor.authorPatra, C R-
contributor.authorDas, B M-
contributor.authorAtalar, C-
date.accessioned2005-07-04T08:48:40Z-
date.available2005-07-04T08:48:40Z-
date.issued2005-
identifier.citationGeotextiles and Geomembranes, Vol 23, Iss 5, P 454-462en
identifier.urihttp://hdl.handle.net/2080/101-
descriptionCopyrighy for this article belongs to Elsevier Science Ltden
description.abstractLaboratory model test results for the ultimate bearing capacity of a strip foundation supported by multi-layered geogrid-reinforced sand are presented. The depth of embedment of the model foundation, df, was varied from zero to B (width of foundation). Only one type of geogrid and one variety of sand at one relative density were used. The ultimate bearing capacity obtained from the model test program has been compared with the theory proposed by Huang and Menq, [1977. Journal of Geotechnical and Geoenvironmental Engineering ASCE 123(1), 30–36]. Based on the present tests, it appears that the theory provides a conservative prediction of the ultimate bearing capacity.en
format.extent167783 bytes-
format.mimetypeapplication/pdf-
language.isoen-
publisherElsevieren
subjectEmbedmenten
subjectGeogriden
subjectUltimate bearing capacityen
subjectSanden
subjectStripen
titleBearing capacity of embedded strip foundation on geogrid-reinforced sanden
typeArticleen
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