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http://hdl.handle.net/2080/127
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Patra, C R | - |
dc.contributor.author | Mandal, J N | - |
dc.contributor.author | Das, B M | - |
dc.date.accessioned | 2005-08-11T06:10:03Z | - |
dc.date.available | 2005-08-11T06:10:03Z | - |
dc.date.issued | 2005 | - |
dc.identifier.citation | Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering(ICSMGE), Osaka, Japan, September 12-16, 2005 (Accepted) | en |
dc.identifier.uri | http://hdl.handle.net/2080/127 | - |
dc.description | Copyright for this article belongs to Millpress Science Publishers and ICSMGE | en |
dc.description.abstract | Results 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.extent | 1093026 bytes | - |
dc.format.mimetype | application/pdf | - |
dc.language.iso | en | - |
dc.publisher | Millpress Science(ICSMGE) | en |
dc.subject | strip foundation | en |
dc.subject | geogrid-reinforced sand | en |
dc.subject | shallow foundation | en |
dc.subject | bearing capacity | en |
dc.title | Ultimate Bearing Capacity of Shallow Foundation of Geogrid-Reinforced Sand | en |
dc.type | Article | en |
Appears in Collections: | Conference Papers |
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