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http://hdl.handle.net/2080/185Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Patra, C R | - |
| dc.contributor.author | Das, B M | - |
| dc.contributor.author | Bhoi, M | - |
| dc.contributor.author | Shin, E C | - |
| dc.date.accessioned | 2005-12-23T05:32:57Z | - |
| dc.date.available | 2005-12-23T05:32:57Z | - |
| dc.date.issued | 2006 | - |
| dc.identifier.citation | Geotextiles and Geomembranes (Accepted Post-print) | en |
| dc.identifier.uri | http://hdl.handle.net/2080/185 | - |
| dc.description | Copyright of this article belongs to Elsevier | en |
| dc.description.abstract | Results are presented for laboratory model tests conducted to determine the ultimate bearing capacity of an eccentrically loaded strip foundation supported by geogrid-reinforced sand. Only one type of sand at one relative density of compaction and one type of geogrid were used for the tests. The depth of the foundation was varied from zero to B (width of foundation). Based on the laboratory test results, an empirical relationship called reduction factor has been suggested that correlates the ratio of the ultimate bearing capacity of an eccentrically loaded foundation with that for a foundation where the load is applied centrally. | en |
| dc.format.extent | 5873662 bytes | - |
| dc.format.mimetype | application/pdf | - |
| dc.language.iso | en | - |
| dc.subject | Eccentric loading | en |
| dc.subject | geogrid | en |
| dc.subject | sand | en |
| dc.subject | strip foundation | en |
| dc.subject | ultimate bearing capacity | en |
| dc.title | Eccentrically loaded strip foundation on geogrid-reinforced sand | en |
| dc.type | Article | en |
| Appears in Collections: | Journal Articles | |
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