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In the Tokyo International Airport (Haneda Airport) expansion project, the 13 runway will be constructed as a hybrid type structure with the piled-elevated platform and the reclaimed island. in the connecting area of the both part, a wave absorbing structure is planed to construct on the steel pipe sheet-pile cellular seawall to avoid the oecurrence of uplift pressure under the platform and the high reflection waves. The hydraulic model tests for the slit-type wave absorbing structures have been performed to measure the wave reflection ratio and wave pressure distribution on the structure. This experiment showed the most suitable settings of the wave absorbing structure for the project.

SLIT-TYPE WAVE ABSORBING STRUCTURE APPLIED ON STEEL PIPE SHEET-PILE CELLULAR SEAWALL