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波浪作用下混凝土联锁排稳定厚度研究

Research on the thickness of the concrete slab mattress under the action of wave

中文摘要英文摘要

通过水槽试验测定混凝土联锁排的波浪动水压力,并选择椭圆余弦波理论进行计算模拟。根据混凝土联锁排的受力分析,建立动力平衡方程,推导出波浪作用下的稳定厚度计算公式,探讨了波高、水深及波周期对混凝土联锁排厚度的影响。经过与其它公式及试验结果比较,证明本文所得公式合理可信。

In order to analyze the needed thickness of the mattress under the action of wave, flume experiments were carried out. In the test, dynamic hydraulic pressure on both upside and underside of the mattress were measured, and the stability of it was observed. Analysis on experimental results indicates that the dynamic pressure on the mattress accords with the cnoidal wave theory well. Based on the theoretic analysis, the expression of the thickness of the concrete slab mattress under the action of wave is proposed, which is mainly determined by wave height H, water depth h and wave period T. The results obtained from the proposed formula were compared with those from other formulas and from the experiment. It can be concluded that the proposed formula in this paper can give reasonable thickness of the concrete slab mattress.

李国臣、吴苏舒、张玮

水工结构水工材料

波浪动水压力、混凝土联锁排、稳定厚度、抗浮稳定

dynamic hydraulic pressure concrete slab mattress thickness safety against uplift

李国臣,吴苏舒,张玮.波浪作用下混凝土联锁排稳定厚度研究[EB/OL].(2006-02-16)[2025-08-17].http://www.paper.edu.cn/releasepaper/content/200602-114.点此复制

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