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中文摘要：
通过不规则波对直立堤作用的断面试验研究，对不同基床高度，基床肩宽和相对波高组次进行了试验，分别对立波和破碎波下的总水平波谷力和倾覆力矩谷值进行概率统计分析。试验研究表明威布尔分布可以很好地描述其概率分布特性，并研究了立波总水平波谷力的形状参数a的变化规律，并给出了∥与基床因子、先对肩宽以及相对波高的相关关系式。
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