CAJ | 학술논문

弧形胸墙可以有效减小斜坡堤越浪、降低胸墙顶高程，因此越来越多地在工程中采用。但在规范中对斜坡式防波堤弧形胸墙波压力计算方法没有明确规定。结合工程实例，将弧形胸墙波压力物理模型实测结果与现行规范直立胸墙波压力计算结果进行对比分析，总结了该工程防波堤弧形胸墙在有掩护条件下所受的波压力情况，供工程设计参考。
호형흉장가이유효감소사파제월랑、강저흉장정고정，인차월래월다지재공정중채용。단재규범중대사파식방파제호형흉장파압력계산방법몰유명학규정。결합공정실례，장호형흉장파압력물리모형실측결과여현행규범직립흉장파압력계산결과진행대비분석，총결료해공정방파제호형흉장재유엄호조건하소수적파압력정황，공공정설계삼고。
Arc-shaped crest wall can effectively decrease overtopping across slopping breakwater and help reduce elevation of crest wall. So it is more and more used in coastal engineering. But there is not any provision on how to calculate wave pressure on arc-shaped crest wall in current standards. Based on a physical experiment on an actual project, this paper presents measured pressure results along the arc-line of the crest wall, which is further compared with the calculated results following the standard provisions on vertical crest-wall. Finally, pressure distribution on the crest wall is summarized. These results can be used as reference to other similar projects.