Abstract
This study concerns the verification of the applicability of a Super Roller Flume for Computer Aided Design of Maritime Structure (CADMAS-SURF) to specially designed long-footing caissons in an area of standing wave phenomenon through a comparison of the results of the CADMAS-SURF analysis performed for the long-footing caissons with the outcome of previous experiments. In the study, a limited amount of existing hydraulic model test data was supplemented with the calculations made with the CADMAS-SURF and the scope of application of the wave pressure formula based on the finite amplitude standing wave theory to the long-footing caissons was expanded in respect of the depth-wave length ratio and the footing length-wave length ratio.
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