Acknowledgement
본 연구는 한국해양과학기술원의 적립금사업 "쇄석기둥 체결형 콘크리트 블록 공법 성능평가(PKA0045)"와 주요사업 "해양에너지 및 항만·해양구조물 고도화 기술개발(PEA0131)"의 지원을 받아 수행되었습니다.
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