Experiment study on wave impact force on armoring concrete slab with different porosity
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1. Qiantang River Administration of Zhejiang Province, Hangzhou, 310016, China; 2. Key Laboratory for Seacoastal Disaster and Protection of the Ministry of Education, College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;3. Naval Engineering Design Research Bureau, Beijing 100070,China

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    Abstract:

    Wave impact pressure is one of the crucial factors in the design of revetments. The experimental tests were carried out to measure the wave impact pressures on armoring concrete slab induced by irregular waves.The impact forces are expressed as relative wave pressures , both maximum and relative impact pressures and were analyzed together by the effect of many effects especially breaking parameter ξ and armor layer porosity. The calculation methods for wave impact pressures were proposed and statistical distribution properties were given.

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李 翔,陈国平,严士常,张庆丰.不同开孔率混凝土护面板上波浪打击力试验研究[J].水运工程,2011,(11):25-31

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  • Online: November 30,2011
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