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LRFD 설계법에 따른 인천대교 현장 타설 말뚝의 지지력 산정 : Assessment of Pile Capacity of Incheon Bridge Project by LRFC Method

DC Field Value Language
dc.contributor.author정성준-
dc.contributor.author김정환-
dc.contributor.author이현근-
dc.contributor.author김명모-
dc.date.accessioned2009-08-28T05:24:58Z-
dc.date.available2009-08-28T05:24:58Z-
dc.date.issued2005-10-
dc.identifier.citation2005 대한토목학회 정기학술대회, 제주국제컨벤션센터, pp. 3929-3932en
dc.identifier.urihttps://hdl.handle.net/10371/7993-
dc.language.isoko-
dc.publisher대한토목학회 = Korean Society of Civil Engineersen
dc.titleLRFD 설계법에 따른 인천대교 현장 타설 말뚝의 지지력 산정en
dc.title.alternativeAssessment of Pile Capacity of Incheon Bridge Project by LRFC Methoden
dc.typeConference Paperen
dc.contributor.AlternativeAuthorJung, Sung-Jun-
dc.contributor.AlternativeAuthorKim, Jeong-Hwan-
dc.contributor.AlternativeAuthorLee, Hyun-Gun-
dc.contributor.AlternativeAuthorKim, Myoung-Mo-
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