Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
Online ISSN : 2185-4688
ISSN-L : 2185-4688
Annual Journal of Civil Engineering in the Ocean Vol.31
A STUDY ON STABILTY OF AMOUR BLOCKS BY OVERLOW CONSIDERING CROWN WIDTH AND PERMEABILTY
Gozo TSUJIMOTOMasayasu MIYAKEAyaka YAMAOKATetsuya KAKINOKIKohji UNO
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2015 Volume 71 Issue 2 Pages I_605-I_610

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Abstract
 To study the performance of amour blocks under the action of tsunami, experiments in an open channel and numerical simulations by CADMAS-SURF/3D were performed. The width of coastal structure were changed in the experiments. Three failure modes for amour blocks, (1)overturning, (2)sliding and (3)collapse due to suction were observed in the experiments. To enhance the stability of amour blocks, the connected amour blocks were proposed. With increasing of the width of coastal structure, the horizontal flow grew in speed. Therefore the stability of amour blocks decreased. The agreement for velocity distribution between the calculation and experiments will improve, considering the permeability of the mound.
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© 2015 Japan Society of Civil Engineers
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