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http://dx.doi.org/10.7843/kgs.2020.36.12.87

Evaluation of Lateral Resistance for Tie-cell Wave-dissipating Block by Model Experiments  

Kim, Tae-Hyung (Dept. of Civil Eng., Korea Maritime and Ocean Univ.)
Kim, Jiseong (Dept. of Cadastre & Civil Eng., Vision College of Jeonju)
Choi, Ju-Sung (Dept. of Civil Eng., Korea Maritime and Ocean Univ.)
Kang, Gichun (Dept. of Civil Engrg., Gyeongsang National Univ.)
Publication Information
Journal of the Korean Geotechnical Society / v.36, no.12, 2020 , pp. 87-97 More about this Journal
Abstract
Recently, interest in Tie-cell wave-dissipating blocks that can compensate for the disadvantages of block-type breakwaters and provide economically effective design is increasing. Tie-cell wave-dissipating block has high activity resistance due to its structure in which each block is held together by a pile. In this study, through the laboratory model experiments, it was possible to confirm the increase in lateral resistance of the Tie-cell wave-dissipating blocks due to the penetration of the piles. The lateral resistance of the piles appeared almost constant regardless of the overburden load of the blocks. The lateral resistance shared by the piles changed depending on the increase or decrease in the lateral resistance of the friction between blocks. In the experiment in which two piles were penetrated, the overall lateral resistance was larger than the case a single pile was used, but the resistance behavior of the piles was different.
Keywords
Friction; Lateral resistance; Pile; Tie-cell wave-dissipating block;
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Times Cited By KSCI : 2  (Citation Analysis)
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