1. Welcome to IR @ NIT Rourkela
  2. National Institute of Technology- Rourkela
  3. Conference Papers
Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/127
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPatra, C R-
dc.contributor.authorMandal, J N-
dc.contributor.authorDas, B M-
dc.date.accessioned2005-08-11T06:10:03Z-
dc.date.available2005-08-11T06:10:03Z-
dc.date.issued2005-
dc.identifier.citationProceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering(ICSMGE), Osaka, Japan, September 12-16, 2005 (Accepted)en
dc.identifier.urihttp://hdl.handle.net/2080/127-
dc.descriptionCopyright for this article belongs to Millpress Science Publishers and ICSMGEen
dc.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
dc.format.extent1093026 bytes-
dc.format.mimetypeapplication/pdf-
dc.language.isoen-
dc.publisherMillpress Science(ICSMGE)en
dc.subjectstrip foundationen
dc.subjectgeogrid-reinforced sanden
dc.subjectshallow foundationen
dc.subjectbearing capacityen
dc.titleUltimate Bearing Capacity of Shallow Foundation of Geogrid-Reinforced Sanden
dc.typeArticleen
Appears in Collections:Conference Papers

Files in This Item:
File Description SizeFormat 
crp2.pdf1.1 MBAdobe PDFView/Open
Show simple item record


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.