通过两种开孔沉箱码头的结构形式在波浪作用下实测的堤前波浪反射系数，进一步证实了相互间的关系。
According to the real-measured wave reflection coefficient of two kinds of open-caisson wharf structural types in front of dike under the action of wave, the relationship between them is verified.
开孔沉箱作为新式防波堤，由于其结构能够有效减小波浪的堤前反射及消减波浪的能量而受到越来越多地重视。
As a new type breakwater, perforated caisson is taken more attention because its structure can effectively reduce the wave reflection and the wave energy.
利用所建立的模型分析了直立堤前的海床响应，计算结果表明直立堤前的液化区域是固定的，在此基础上提出了防止液化的方法。
After analysing seabed response in front of vertical breakwater with the model, it is found that the liquefaction area is fixed and methods to prevent seabed from liquefaction are proposed.
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