Please use this identifier to cite or link to this item:
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPatra, C R-
dc.contributor.authorDas, B M-
dc.contributor.authorAtalar, C-
dc.identifier.citationGeotextiles and Geomembranes, Vol 23, Iss 5, P 454-462en
dc.descriptionCopyrighy for this article belongs to Elsevier Science Ltden
dc.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
dc.format.extent167783 bytes-
dc.subjectUltimate bearing capacityen
dc.titleBearing capacity of embedded strip foundation on geogrid-reinforced sanden
Appears in Collections:Journal Articles

Files in This Item:
File Description SizeFormat 
crp1.pdf163.85 kBAdobe PDFView/Open

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