Experimental study on thickness of concrete slab on the inner slope of a dike
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    Abstract:

    Overtopping will occur under the combination action of wave and storm surge.Dike failure is caused by overtopping breakwater,and results overall instability of breakwater.To solve this problem,a series of physical model tests are conducted on stable thickness of concrete slab pavement on the inner slope of the seawall.According to the erosion of different slopes and different thicknesses of pavement damage,the relationship between stable thickness of concrete slab and average overtopping breakwater and landward slope is discussed.The results show that there is a linear correlation between stable thickness and overtopping breakwater with the same slope.Relative thickness becomes smaller with the slope becoming smaller.Equations are given for stable thickness of concrete pavement on the inner slope.

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陈伟秋,王登婷,孙天霆,蒯 宇.海堤后坡混凝土板护面稳定厚度的模型试验研究*[J].水运工程,2017,(3):65-70

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  • Online: March 16,2017
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