Show simple item record

dc.contributor.authorORR, TREVOR L
dc.contributor.editorM.J. Brown, M.F. Bransby, A.J. Brennan and J.A. Knappetten
dc.date.accessioned2010-04-27T12:18:26Z
dc.date.available2010-04-27T12:18:26Z
dc.date.createdJune 2008en
dc.date.issued2008
dc.date.submitted2008en
dc.identifier.citationOrr T.L.L., Martin J., Fernie R., and Healy S., Retrofit minipile system to increase the capacity of existing foundations, Proceedings of the second British Geotechnical Association International Conference on Foundations ICOF 2008, 2ND British Geotechnical Association International Conference on Foundations (ICOF 2008), Dundee, Scotland, June 2008, M.J. Brown, M.F. Bransby, A.J. Brennan and J.A. Knappett, 1, IHS BRE Press, 2008, 257-268en
dc.identifier.otherY
dc.descriptionPUBLISHEDen
dc.description.abstractThis paper describes a novel underpinning system incorporating Ankerbond and high capacity vertical piles bored through existing concrete foundations. A special cutting head, with three diamond tipped cutters, is used to cut three grooves in the cored holes through the existing concrete foundations. These grooves provide a strong pile head connection to transfer additional load from the existing foundations into the new piles, i.e. the existing foundations are upgraded. The advantages of this system are its ease of installation, its reduced construction time, and its efficiency due to the new vertical piles located closely around the existing columns. The result is that no foundation beams are required and that overall costs are significantly lower than other underpinning solutions. Two case histories are presented which involve the use of the Ankerbond system in conjunction with high capacity retrofitted minipiles. In these case histories, the capacities of the existing foundations were increased to accommodate an additional four storeys on top of existing buildings. Pile compression and tension tests are presented which validate this novel underpinning system and demonstrate its advantages for supporting increased foundation loads.en
dc.format.extent257-268en
dc.language.isoenen
dc.publisherIHS BRE Pressen
dc.relation.ispartofseries1;
dc.rightsYen
dc.subjectAnkerbonden
dc.subjectfoundationsen
dc.subjectminipilesen
dc.subjectretrofiten
dc.titleRetrofit minipile system to increase the capacity of existing foundationsen
dc.typeConference Paperen
dc.type.supercollectionscholarly_publicationsen
dc.type.supercollectionrefereed_publicationsen
dc.identifier.peoplefinderurlhttp://people.tcd.ie/torr
dc.identifier.rssinternalid65541
dc.identifier.urihttp://hdl.handle.net/2262/39202


Files in this item

Thumbnail
Thumbnail

This item appears in the following Collection(s)

Show simple item record