DSpace@nitr >
National Institue of Technology- Rourkela >
Conference Papers >

Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/127

Full metadata record

DC FieldValueLanguage
contributor.authorPatra, C R-
contributor.authorMandal, J N-
contributor.authorDas, B M-
date.accessioned2005-08-11T06:10:03Z-
date.available2005-08-11T06:10:03Z-
date.issued2005-
identifier.citationProceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering(ICSMGE), Osaka, Japan, September 12-16, 2005 (Accepted)en
identifier.urihttp://hdl.handle.net/2080/127-
descriptionCopyright for this article belongs to Millpress Science Publishers and ICSMGEen
description.abstractResults of laboratory model tests for the ultimate bearing capacity of strip foundations on geogrid-reinforced sand are presented. The depth of embedment of the model foundation was varied from zero to B(Width of foundation). The results have been compared with existing bearing capacity theory.en
format.extent1093026 bytes-
format.mimetypeapplication/pdf-
language.isoen-
publisherMillpress Science(ICSMGE)en
subjectstrip foundationen
subjectgeogrid-reinforced sanden
subjectshallow foundationen
subjectbearing capacityen
titleUltimate Bearing Capacity of Shallow Foundation of Geogrid-Reinforced Sanden
typeArticleen
Appears in Collections:Conference Papers

Files in This Item:

File Description SizeFormat
crp2.pdf1103KbAdobe PDFView/Open

Show simple item record

All items in DSpace are protected by copyright, with all rights reserved.

 

Powered by DSpace Feedback