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dc.contributor.authorZhou, Jialin
dc.contributor.authorZhang, Lin
dc.contributor.authorZhang, Xin
dc.contributor.authorJiang, Hongsheng
dc.contributor.authorOh, Erwin
dc.date.accessioned2019-09-16T22:58:03Z
dc.date.available2019-09-16T22:58:03Z
dc.date.issued2019
dc.identifier.issn2186-2982
dc.identifier.doi10.21660/2019.54.30793
dc.identifier.urihttp://hdl.handle.net/10072/387373
dc.description.abstractThis paper provides the research of displacement precast piles through performing compressive Static Load Tests (SLTs). A total number of 40 piles which contain square solid pile and pipe pile with various pile lengths were tested. It is concluded that, because of the soil layers’ difference among driven locations, the piles with various lengths presents different maximum settlements. Furthermore, it is discovered that the load-settlement curves obtained from the same type of concrete pile are relatively parallel during unloading stages. For the solid pile, the interpretations which are based on Double Tangent and Chin’s method are used for capacity determination, and these results are compare to the designed ultimate capacity. It can be found that the Double Tangent method is conservative, and Chin’s method overestimate the pile capacity. The increase and reduction factors are proposed and then the modified Double Tangent and Chin’s interpretations are determined. Due to most of the SLTs being the Proof Tests (PTs), it is expected that this paper can provide practical information for geotechnical engineers to determine the ultimate bearing capacity of pile foundation from these PT results.
dc.description.peerreviewedYes
dc.languageEnglish
dc.language.isoeng
dc.publisherGEOMATE International Society
dc.publisher.urihttps://www.geomatejournal.com/articles/2019/16/54
dc.relation.ispartofpagefrom200
dc.relation.ispartofpageto208
dc.relation.ispartofissue54
dc.relation.ispartofjournalInternational Journal of GEOMATE
dc.relation.ispartofvolume16
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchcode4005
dc.subject.keywordsScience & Technology
dc.subject.keywordsTechnology
dc.subject.keywordsEngineering, Civil
dc.subject.keywordsEngineering
dc.subject.keywordsDisplacement concrete pile
dc.titleBehavior of Displacement Concrete Pile Under Compressive Loads
dc.typeJournal article
dc.type.descriptionC1 - Articles
dcterms.bibliographicCitationZhou, J; Zhang, L; Zhang, X; Jiang, H; Oh, E, Behavior of Displacement Concrete Pile Under Compressive Loads, International Journal of GEOMATE, 2019, 16 (54), pp. 200-208
dc.date.updated2019-09-16T22:49:23Z
dc.description.versionVersion of Record (VoR)
gro.rights.copyright© 2019 GEOMATE International Society. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.
gro.hasfulltextFull Text
gro.griffith.authorOh, Erwin


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