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J. Ocean Eng. Technol. 2007;21(3):26-32.    

Large-Scale Experiments on the Wave-Induced Liquefaction of Sandbed
Kang, Yoon-Koo;Suzuki, Kojiro;
Civil Works Division, Engineering & Construction Group, Samsung Corporation;Marine Environment and Engineering Department, Port and Airport Research Institute;
파랑작용에 의한 모래지반의 액상화에 관한 대형 수리모형실험
강윤구;스즈끼고지로;
삼성물산(건설부문) 토목산업본부;항만공학기술연구소 해양수공부;
© 2007 The Korean Society of Ocean Engineers     Open access / Under a Creative Commons License
Keywords: Wave-induced liquefaction, Large-scale experiments, Densification, Residual pore pressure, Oscillatory pore pressure, Shear strain
핵심용어: 파랑에 의한 지반 액상화, 대형 수리실험, 고밀도화, 잔류간극수압, 변동간극수압, 전단 변형율
Abstract
A series of large-scale experiments were carried out in order to examine wave-induced liquefaction in a loosely packed sandbed, its afterward high densification and liquefaction by oscillatory pore pressure. The experiments were conducted in a Large Hydro-Geo Flume that can nearly solve the problems of scale effects of the sandbed, and the 50% sieve diameter of sand was 0.2 mm. The generation of residual pore pressure and its afterward high densification which had observed by Takahashi et al. (1999) in a wave flume experiment using fine sand with the size of 0.08 mm. As a result, the relative density of the sandbed after high densification was increased up to 79% and liquefaction by oscillatory pore pressure was not observed.
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