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The main cause of damage to offshore structures is the wave impact force.
The effect of the wave direction β on the wave impact forces on the underside of the structure is determined.
This study investigated the performance of a pervious pipe screen breakwater installed in front of a seawall in terms of reducing the wave impact force and wave pressure.
In this study, reduction of the wave impact force and wave pressure on an embankment with highly pervious pipe breakwaters is investigated through physical experiment.
The dynamic analysis and design of a coastal structure can be succeeded provided the design load history for the wave impact is available.
Later on, the wave impact on storm return walls has been modelled and the results have been compared with experimental data.
By changing the focus location with respect to the wall, the wave impact type was altered in both the numerical and laboratory investigations.
The experimental results indicated that pervious pipe obstacles placed vertically in front of an embankment can effectively mitigate and reduce the wave impact forces by over 70%.
In previous investigations or design codes, the empirical formulations generally were adopted to estimate the wave impact acting on the lateral side of caisson.
Coastal structures are often partially damaged by the strong intensity of the wave impact force; therefore, the effect of the wave impact force is one of the important factors to be considered for the safety and/or destruction of coastal structures.
Numerical analysis indicates that the turbulent energy of breaking wave is significant, and the wave impact on caisson applied by breaking wave is much greater than non-breaking wave.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com