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Experimental Study on Passive Soil Resistance of Flap-gate Breakwater to Tsunami

机译:翼舌防堤无源土壤阻力试验研究

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A flap-gate breakwater is a coastal defense structure that ordinarilylies down on the seabed, and rises due to its buoyancy to form acontinuous seawall before a tsunami attack. Because the 2011 Tohokuearthquake tsunami seriously damaged many coastal defense structures,the resilience of these structures must be considered so they do notimmediately collapse against tsunamis exceeding design levels. In thisstudy, we examined resistance properties of the flap-gate breakwateragainst tsunamis through a series of hydraulic experiments using a flapgatemodel that could detect reaction forces from a rubble mound.In addition to this study, we conducted a field experiment to provethe flap-gate breakwater’s basic performance. The paper also describesthe results of this experiment.
机译:襟翼闸门防堤是一种沿海防御结构,通常在海底上,由于它的浮力而升起在海啸袭击前连续海堤。因为2011年的东北地震海啸严重损坏了许多沿海防御结构,必须考虑这些结构的弹性,所以它们没有立即崩溃超越设计水平。在这方面研究,我们检查了襟翼闸门防波堤的电阻特性抵抗海啸通过一系列使用馅饼的液压实验可以检测来自瓦砾土墩的反作用力的模型。除了这项研究外,我们还进行了一个田间实验来证明襟翼闸门防波堤的基本性能。本文还描述了这个实验的结果。

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