DSpace@nitr: Item 2080/101

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DC Field	Value	Language
contributor.author	Patra, C R	-
contributor.author	Das, B M	-
contributor.author	Atalar, C	-
date.accessioned	2005-07-04T08:48:40Z	-
date.available	2005-07-04T08:48:40Z	-
date.issued	2005	-
identifier.citation	Geotextiles and Geomembranes, Vol 23, Iss 5, P 454-462	en
identifier.uri	http://hdl.handle.net/2080/101	-
description	Copyrighy for this article belongs to Elsevier Science Ltd	en
description.abstract	Laboratory 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.extent	167783 bytes	-
format.mimetype	application/pdf	-
language.iso	en	-
publisher	Elsevier	en
subject	Embedment	en
subject	Geogrid	en
subject	Ultimate bearing capacity	en
subject	Sand	en
subject	Strip	en
title	Bearing capacity of embedded strip foundation on geogrid-reinforced sand	en
type	Article	en
Appears in Collections:	Journal Articles

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