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Response prediction for horizontally loaded pile groups
dc.creator | Comodromos, E. M. | en |
dc.date.accessioned | 2015-11-23T10:24:50Z | |
dc.date.available | 2015-11-23T10:24:50Z | |
dc.date.issued | 2003 | |
dc.identifier.issn | 465828 | |
dc.identifier.uri | http://hdl.handle.net/11615/26742 | |
dc.description.abstract | The load-deflection curve simulating the response of pile foundation under horizontal loading is indispensable for the design of piles to resist lateral loads. A static horizontal pile load test or even an adequate p-y analysis is capable to provide load-deflection curves for a single pile, which significantly differ from those of a pile group, depending on the particular layout and the level of loading. In this paper the results of a horizontal pile load test was initially used to adjust the soil parameters through a back-analysis. A parametric analysis was then carried out to numerically establish the load-deflection curve for various pile group arrangements. The reduction factors were quantitatively estimated and are given in normalised charts, while a relationship is proposed, giving the ability of establishing the load-deflection curve of any pile group layout in soft clayey soils, assuming that the load-deflection curve of the single pile is known. | en |
dc.source.uri | http://www.scopus.com/inward/record.url?eid=2-s2.0-18444362267&partnerID=40&md5=6ed68c7830e1faa0eb8ee409c2676846 | |
dc.subject | Computer simulation | en |
dc.subject | Deflection (structures) | en |
dc.subject | Dynamic response | en |
dc.subject | Load testing | en |
dc.subject | Parameter estimation | en |
dc.subject | Soil testing | en |
dc.subject | Structural loads | en |
dc.subject | Lateral loads | en |
dc.subject | Load-deflection curves | en |
dc.subject | Pile foundation | en |
dc.subject | Pile groups | en |
dc.subject | Piles | en |
dc.title | Response prediction for horizontally loaded pile groups | en |
dc.type | journalArticle | en |
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