The difference between the three cases in Fig. 22 (b) in the case of the wave breaking model (F7 A and F8) in the case of the asphalt is also in the case of the asphalt grabbing a load of two. The reason for this difference may be caused by the wave of slammlng due to the breaking wave. In surface wave buoy slammlng is not directly measured, but is observed to occur in the wave breaking close to the model (Fig. 23).
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