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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
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- Authors
- Advisor
- 김명모
- Major
- 건설환경공학부
- Issue Date
- 2011-02
- Publisher
- 서울대학교 대학원
- Keywords
- 현장타설말뚝 ; 극한지지력 ; 일축압축강도 ; 변형계수 ; 탄성계수 ; 공내재하시험 ; RQD ; 형상비 ; 허용응력설계법 ; 한계상태설계법 ; 하중저항계수설계법 ; 신뢰도분석 ; 하중계수 ; 저항계수 ; Drilled Shaft ; ultimate capacity ; unconfined compressive strength(UCS) ; deformation modulus ; elastic modulus ; pressuremeter test(PMT) ; rock mass quality(RQD) ; aspect ratio ; Allowable Stress Design(ASD) ; Limit State Design(LSD) ; Load and Resistance Factor Design(LRFD) ; reliability analysis ; load factor ; resistance factor.
- Description
- 학위논문 (석사)-- 서울대학교 대학원 : 건설환경공학부, 2011.2. 김명모.
- Language
- eng
- URI
- https://hdl.handle.net/10371/156883
http://dcollection.snu.ac.kr:80/jsp/common/DcLoOrgPer.jsp?sItemId=000000029991
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