本文对无限厚度可渗可压缩海床情况，给出了直立式防波堤下海床中波浪渗流压力的封闭形式的解析解，进而可以给出作用在防波堤基底上的浮托力和倾覆力矩。

In this paper, a closed-form solution to wave induced seepage pressure in infinite-depth seabed is obtained by taking into account the soil deformation and the compressibility of the pore-water.

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