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Article: Grouted jetted precast concrete sheet piles: Method, experiments, and applications

TitleGrouted jetted precast concrete sheet piles: Method, experiments, and applications
Authors
KeywordsCoastal infrastructure
Jetting
Piling technique
Retaining walls
Sheet pile
Yellow River
Issue Date2006
PublisherNRC Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cgj
Citation
Canadian Geotechnical Journal, 2006, v. 43 n. 12, p. 1358-1373 How to Cite?
AbstractThis paper introduces an innovative technology - grouted jetted precast concrete piling - that increases the efficiency of piling operations in coastal regions. The technology includes the following steps: (i) casting concrete piles factory-designed especially for jetting and grouting; (ii) jetting to drive the concrete piles with a crane on a floating ship or platform into soil; and (iii) grouting to enhance the sheet pile connections and to increase the pile bearing capacity. This technology was applied to a number of piling construction projects at the mouth of the Yellow River Delta in China, and this experience demonstrated that it is a robust, fast track, cost-effective, and environmentally friendly piling method. © 2006 NRC Canada.
Persistent Identifierhttp://hdl.handle.net/10722/44620
ISSN
2023 Impact Factor: 3.0
2023 SCImago Journal Rankings: 1.513
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorXu, GHen_HK
dc.contributor.authorYue, ZQen_HK
dc.contributor.authorLiu, DFen_HK
dc.contributor.authorHe, FRen_HK
dc.date.accessioned2007-10-30T06:05:59Z-
dc.date.available2007-10-30T06:05:59Z-
dc.date.issued2006en_HK
dc.identifier.citationCanadian Geotechnical Journal, 2006, v. 43 n. 12, p. 1358-1373en_HK
dc.identifier.issn0008-3674en_HK
dc.identifier.urihttp://hdl.handle.net/10722/44620-
dc.description.abstractThis paper introduces an innovative technology - grouted jetted precast concrete piling - that increases the efficiency of piling operations in coastal regions. The technology includes the following steps: (i) casting concrete piles factory-designed especially for jetting and grouting; (ii) jetting to drive the concrete piles with a crane on a floating ship or platform into soil; and (iii) grouting to enhance the sheet pile connections and to increase the pile bearing capacity. This technology was applied to a number of piling construction projects at the mouth of the Yellow River Delta in China, and this experience demonstrated that it is a robust, fast track, cost-effective, and environmentally friendly piling method. © 2006 NRC Canada.en_HK
dc.format.extent15321414 bytes-
dc.format.extent2383 bytes-
dc.format.mimetypeapplication/pdf-
dc.format.mimetypetext/plain-
dc.languageengen_HK
dc.publisherNRC Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cgjen_HK
dc.relation.ispartofCanadian Geotechnical Journalen_HK
dc.rightsCanadian Geotechnical Journal. Copyright © N R C Research Press.en_HK
dc.subjectCoastal infrastructureen_HK
dc.subjectJettingen_HK
dc.subjectPiling techniqueen_HK
dc.subjectRetaining wallsen_HK
dc.subjectSheet pileen_HK
dc.subjectYellow Riveren_HK
dc.titleGrouted jetted precast concrete sheet piles: Method, experiments, and applicationsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0008-3674&volume=43&issue=12&spage=1358&epage=1373&date=2006&atitle=Grouted+jetted+precast+concrete+sheet+piles:+Method,+experiments,+and+applicationsen_HK
dc.identifier.emailYue, ZQ:yueqzq@hkucc.hku.hken_HK
dc.identifier.authorityYue, ZQ=rp00209en_HK
dc.description.naturepublished_or_final_versionen_HK
dc.identifier.doi10.1139/T06-094en_HK
dc.identifier.scopuseid_2-s2.0-34247210658en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-34247210658&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume43en_HK
dc.identifier.issue12en_HK
dc.identifier.spage1358en_HK
dc.identifier.epage1373en_HK
dc.identifier.isiWOS:000244095500010-
dc.publisher.placeCanadaen_HK
dc.identifier.scopusauthoridXu, GH=8384569200en_HK
dc.identifier.scopusauthoridYue, ZQ=7102782735en_HK
dc.identifier.scopusauthoridLiu, DF=15022683400en_HK
dc.identifier.scopusauthoridHe, FR=55183321900en_HK
dc.identifier.issnl0008-3674-

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