PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN
Online ISSN : 1884-8265
Print ISSN : 0912-7348
ISSN-L : 0912-7348
TYPICAL WAVE PRESSURE DISTRIBUTION OF SETBACK PARAPET BREAKWATER CAISSON WITH CYLINDICAL PILER
Teruo TOYOSHIMAToshihiro SAKAKIAtsumi TAMIYATakahiro KAWASAKIToru MORIMOTOMichio NAKAJIMA
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JOURNAL FREE ACCESS

2000 Volume 16 Pages 13-18

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Abstract
Breakwater caissons with armor blocks are builted at so many places. It is very simple structure that it has armor blocks in front of caisson. It needs a lot of blocks where it built deep sea, because armor blocks setted by gentle slope.Then it needs high-cost.
Setback parapet breakwater caisson with cylindical piler is one of this type caisson, but top of armor block is lower and parapet was setted back from caisson face. The parapet is pressed by impuct breaking wave pressure becouse it is not covered by armor blocks. Then cylindical pilers gain wave force for parapet.
This paper reports typical wave pressure distribution of this type caisson in case of instability.
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© by Japan Society of Civil Engineers
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