ABSTRACT The structural design of a breakwater is usually carried out by applying the verification equations existing in the literature in order to analyze the different failure modes. It is also common to perform complementary physical model tests for testing and optimization. The design of the Western Breakwater of Punta Langosteira, A Coruña, Spain was developed in accordance with the Level III probabilistic procedure defined in the Recommendations for Maritime Works (ROM) developed by the Spanish Port Authority. This paper presents the tests which were performed for the optimization of the design, the verification of the different failure modes and the verification equations used, and the determination of the stability reserve. In addition, the results have made it possible to verify the goodness of fit of the calculations, analyze the overall stability of the breakwater, and ultimately, optimize the final design.

中文翻译：

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用于检查防波堤 III 级概率设计的 3D 物理建模：西班牙蓬塔兰戈斯泰拉港的案例研究

摘要 防波堤的结构设计通常应用文献中存在的验证方程来分析不同的失效模式。执行补充物理模型测试以进行测试和优化也很常见。西班牙拉科鲁尼亚 Punta Langosteira 西部防波堤的设计是根据西班牙港务局制定的海事工程建议书 (ROM) 中定义的 III 级概率程序开发的。本文介绍了为优化设计、验证不同故障模式和使用的验证方程以及确定稳定性储备而进行的测试。此外，结果可以验证计算的拟合优度，