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Load and resistance factor design for prediction of ultimate capacity of axially loaded drilled shafts socketed in weak rock : 연약 암반에 근입된 대구경 현장타설말뚝의 극한지지력 예측방법 및 하중저항계수 설계법 적용

DC Field Value Language
dc.contributor.advisor김명모-
dc.contributor.author김성헌-
dc.date.accessioned2019-07-09T15:07:14Z-
dc.date.available2019-07-09T15:07:14Z-
dc.date.issued2011-02-
dc.identifier.other000000029991-
dc.identifier.urihttps://hdl.handle.net/10371/156883-
dc.identifier.urihttp://dcollection.snu.ac.kr:80/jsp/common/DcLoOrgPer.jsp?sItemId=000000029991ko_KR
dc.description학위논문 (석사)-- 서울대학교 대학원 : 건설환경공학부, 2011.2. 김명모.-
dc.format.extentvii, 62 leaves-
dc.language.isoeng-
dc.publisher서울대학교 대학원-
dc.subject현장타설말뚝-
dc.subject극한지지력-
dc.subject일축압축강도-
dc.subject변형계수-
dc.subject탄성계수-
dc.subject공내재하시험-
dc.subjectRQD-
dc.subject형상비-
dc.subject허용응력설계법-
dc.subject한계상태설계법-
dc.subject하중저항계수설계법-
dc.subject신뢰도분석-
dc.subject하중계수-
dc.subject저항계수-
dc.subjectDrilled Shaft-
dc.subjectultimate capacity-
dc.subjectunconfined compressive strength(UCS)-
dc.subjectdeformation modulus-
dc.subjectelastic modulus-
dc.subjectpressuremeter test(PMT)-
dc.subjectrock mass quality(RQD)-
dc.subjectaspect ratio-
dc.subjectAllowable Stress Design(ASD)-
dc.subjectLimit State Design(LSD)-
dc.subjectLoad and Resistance Factor Design(LRFD)-
dc.subjectreliability analysis-
dc.subjectload factor-
dc.subjectresistance factor.-
dc.titleLoad and resistance factor design for prediction of ultimate capacity of axially loaded drilled shafts socketed in weak rock-
dc.title.alternative연약 암반에 근입된 대구경 현장타설말뚝의 극한지지력 예측방법 및 하중저항계수 설계법 적용-
dc.typeThesis-
dc.typeDissertation-
dc.description.degreeMaster-
dc.contributor.affiliation건설환경공학부-
dc.date.awarded2011-02-
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