| dc.contributor.author | O'Kelly, Brendan | en |
| dc.date.accessioned | 2013-08-15T14:42:48Z | |
| dc.date.available | 2013-08-15T14:42:48Z | |
| dc.date.created | 28 May | en |
| dc.date.issued | 2005 | en |
| dc.date.submitted | 2005 | en |
| dc.identifier.citation | O'Kelly B.C., Use of the Cone Penetration Test to Derive Parameters for Shallow Foundation Design, Invited presentation at the International Conference on Soil-Structure Interaction: Calculation Methods and Engineering Practice, Saint Petersburg, Russia, 28 May, 2005 | en |
| dc.identifier.other | N | en |
| dc.description | PRESENTED | en |
| dc.description | Saint Petersburg, Russia | en |
| dc.description.abstract | Given the problems associated with sampling cohesionless soils there is movement towards the use of high quality in-situ tests either to derive soil parameters for use in conventional design me-thods or through the use of empirical design correlations. This paper describes a field test of a model vertically loaded footing tested at a dense sand test site. The ultimate capacity and load-displacement response at working stresses are shown to be predicted reasonably accurately using simple tech-niques which use the Cone Penetration Test (CPT) cone resistance qc as an input parameter. | en |
| dc.language.iso | en | en |
| dc.rights | Y | en |
| dc.subject.other | Cone Penetration Test | |
| dc.title | Use of the Cone Penetration Test to Derive Parameters for Shallow Foundation Design | en |
| dc.title.alternative | Invited presentation at the International Conference on Soil-Structure Interaction: Calculation Methods and Engineering Practice | en |
| dc.type | Invited Talk | en |
| dc.type.supercollection | scholarly_publications | en |
| dc.identifier.peoplefinderurl | http://people.tcd.ie/bokelly | en |
| dc.identifier.rssinternalid | 40214 | en |
| dc.identifier.orcid_id | 0000-0002-1343-4428 | en |
| dc.identifier.uri | http://hdl.handle.net/2262/67108 | |
