JavaScript is disabled for your browser. Some features of this site may not work without it.
- UTSePress Research Home
- >
- 09 Engineering
- >
- Journal Articles
- >
- Closed
- >
- View Item
| dc.contributor.author | Taiebat Hossein | en_US |
| dc.contributor.author | Carter John | en_US |
| dc.contributor.editor | en_US | |
| dc.date.accessioned | 2012-02-02T10:27:23Z | |
| dc.date.available | 2012-02-02T10:27:23Z | |
| dc.date.issued | 2008 | en_US |
| dc.identifier | 2008000158 | en_US |
| dc.identifier.citation | Taiebat Hossein and Carter John 2008, 'Flow rule effects in the Tresca model', Elsevier Sci Ltd, vol. 35, no. 3, pp. 500-503. | en_US |
| dc.identifier.issn | 0266-352X | en_US |
| dc.identifier.other | C1 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10453/15234 | |
| dc.description.abstract | The Tresca failure criterion is used regularly in geotechnical engineering to compute the failure loads of clay soils deforming under undrained conditions. When this criterion is used together with the finite element method a plastic flow rule must also | en_US |
| dc.language | en_US | |
| dc.publisher | Elsevier Sci Ltd | en_US |
| dc.relation.isbasedon | http://dx.doi.org/10.1016/j.compgeo.2007.06.012 | en_US |
| dc.title | Flow rule effects in the Tresca model | en_US |
| dc.parent | Computers And Geotechnics | en_US |
| dc.journal.volume | 35 | en_US |
| dc.journal.number | 3 | en_US |
| dc.publocation | Oxford, UK | en_US |
| dc.identifier.startpage | 500 | en_US |
| dc.identifier.endpage | 503 | en_US |
| dc.cauo.name | FEIT.School of Elec, Mech and Mechatronic Systems | en_US |
| dc.conference | Verified OK | en_US |
| dc.for | 090500 | en_US |
| dc.personcode | 040466;0000023432 | en_US |
| dc.percentage | 000100 | en_US |
| dc.classification.name | Civil Engineering | en_US |
| dc.classification.type | FOR-08 | en_US |
| dc.edition | en_US | |
| dc.custom | en_US | |
| dc.date.activity | en_US | |
| dc.location.activity | ISI:000256324500018 | en_US |
| dc.description.keywords | Circular Foundations; Bearing Capacity; Clay; Strip | en_US |
| dc.staffid | University of Sydney | en_US |
