한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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- Pages.933-943
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- 2009
변형률에 따른 탄성계수 변화를 고려한 말뚝의 주면지지력 산정
Estimation of Pile Shaft Resistances with Elastic Modulus Depending on Strain
- 김석중 (서울대학교 공과대학 건설환경공학부) ;
- 김성헌 (서울대학교 공과대학 건설환경공학부) ;
- 정성준 (서울대학교 공과대학 건설환경공학부) ;
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권오성
(대림산업(주) 기술연구소) ;
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김명모
(서울대학교 공과대학 건설환경공학부)
- Kim, Seok-Jung (Dept. of Civil and Environmental Engineering, Seoul National University) ;
- Kim, Sung-Heon (Dept. of Civil and Environmental Engineering, Seoul National University) ;
- Jung, Sung-Jun (Dept. of Civil and Environmental Engineering, Seoul National University) ;
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Kwon, Oh-Sung
(Technology Research Institute, Daelim Industrial Co. Ltd.) ;
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Kim, Myoung-Mo
(Dept. of Civil and Environmental Engineering, Seoul National University)
- 발행 : 2009.09.25
초록
Axial loads and shaft resistances can be calculated by load transfer analysis using strain data with load level. In load transfer analysis, the elastic modulus of concrete is a one of the most important parameters to consider. The elastic modulus,