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NTIS 바로가기한국해안·해양공학회논문집 = Journal of Korean Society of Coastal and Ocean Engineers, v.33 no.6, 2021년, pp.357 - 366
김영택 (한국건설기술연구원 수자원하천연구본부) , 이종인 (전남대학교 공과대학 토목공학과)
In this study, hydraulic model tests were performed to investigate the stability of armor units at harbor side slope for rubble mound structures. The Korean design standard for harbor and fishery port suggested the design figures that showed the ratio of the armor weight for each location of rubble ...
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