{"refrec":{"BRefID":391438,"RR":"<b>Cathie, D.; Jardine, R.; Silvano, R.; Kontoe, S.; Schroeder, F.</b> (2023). Axial capacity ageing trends of large diameter tubular piles driven in sand. <i>Soils and Foundations 63(6)</i>: 101401. <a href=\"https://dx.doi.org/10.1016/j.sandf.2023.101401\" target=\"_blank\">https://dx.doi.org/10.1016/j.sandf.2023.101401</a>","BEntID":389185,"PublicFlag":1,"CheckedFlag":1,"wosflag":1,"vabbflag":0,"RefStringPartII":". <i>Soils and Foundations 63(6)</i>: 101401. <a href=\"https://dx.doi.org/10.1016/j.sandf.2023.101401\" target=\"_blank\">https://dx.doi.org/10.1016/j.sandf.2023.101401</a>","DocTypID":8,"DocType":"Journal article","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Cathie, D.; Jardine, R.; Silvano, R.; Kontoe, S.; Schroeder, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Cathie, D. <i>et al.</i>","Englishabstract":"The paper examines dynamic pile test data from 25 high-quality offshore cases, where end-of-initial driving (EoID) and beginning-of-restrike (BoR) instrumented dynamic monitoring was undertaken on tubular piles driven in sands at well-characterised sites after known setup periods. The static resistances derived from signal matching by two independent specialist teams using different software are com-pared with CPT-based pile capacity calculations, providing the first axial capacity and setup dataset for large offshore piles driven in sand. Complementary re-analyses are made from three onshore/nearshore sites where dynamic and static testing was conducted on com-parable piles. Open-ended tubular steel piles with 0.3-3.5 m diameters driven in (mainly dense) sands are all shown to develop marked setup, which is most active over the first 2-10 days. All piles show similar outcomes 20-30 days after installation. However, the larger diameter offshore piles' dynamic tests indicate no further setup after 30 days, while smaller diameter piles at onshore/nearshore sites con-tinue to display further marked capacity growth. Comparisons of the axial shaft capacities inferred from signal matching with CPT-based design methods provides insights into the performance of the design methods. A trend for long-term pile shaft set-up to decrease with increasing diameter is identified and ascribed principally to the diameter-dependent constrained dilatancy that develops under axial loading at the pile-sand interface.","AbstractOtherLang":null,"BibLvlCode":"AS","StandardTitle":"Axial capacity ageing trends of large diameter tubular piles driven in sand","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2024-12-10 01:32:52.928458","timezone_type":1,"timezone":"+01:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"Piles; Sand; Shaft capacity; Time effects; Pile driving","OtherDescriptors":null,"Notes":null,"AnaPub":2023,"MonPub":null,"DateUpdate":"2024-03-26","DateCreate":"2024-03-26","SecASFANote":null,"ConfID":null,"PeerRev":1,"VlizCoreFlag":1,"WoScode":"WOS:001124234800001","VABBcode":null,"OpenAcc":1,"DOI":"10.1016/j.sandf.2023.101401"},"refs":null,"anarec":{"AnaID":391438,"PubliDate":2023,"Pagination":"101401","XtraPublOfAnaID":null,"ISBN":null,"Volume":"63","Issue":"6","BRefMon":null,"BRefMonRR":null,"BRefXtra":null,"BRefXtraRR":null,"SerBRefID":378581,"SerRR":"Soils and Foundations. 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