潮流作用下塔基保护措施效果的试验研究

Experimental Study on Effects of Tower Foundation Protection under Tidal Currents

海中塔基局部冲刷涉及构筑物的安全,尤其是基础防冲保护措施的效果问题显得非常突出。通过物理模型试验,讨论了海中塔基在潮流作用下的冲刷深度、形态和基床合理的防护高度。

Local scour of tower foundation in sea can do harm to the safety of structures, hence the importance of foundatio＇s antiscouring protection. Based on the physical model experiment, this study discusses scour depth, form, and reasonable protection height of foundation-bed.