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A platform for research: civil engineering, architecture and urbanism
Stability of breakwater against sliding due to pressure of breaking waves
Theoretical study on shearing force which should act between horizontal joint surfaces due to impact of breaking wave; suitable dimensionless parameters are used; theoretically, criterion of stability of wall against sliding should be F >μW, F being " actual" shearing resistance which is equal to P minus (or plus) inertia resistance of wall, P is resultant instantaneous pressure, μ is coefficient of static friction, W submerged weight of wall; actual shearing resistance in case of monolithic wall is given by equation which neglects damping of oscillation of wall due to water.
Stability of breakwater against sliding due to pressure of breaking waves
Theoretical study on shearing force which should act between horizontal joint surfaces due to impact of breaking wave; suitable dimensionless parameters are used; theoretically, criterion of stability of wall against sliding should be F >μW, F being " actual" shearing resistance which is equal to P minus (or plus) inertia resistance of wall, P is resultant instantaneous pressure, μ is coefficient of static friction, W submerged weight of wall; actual shearing resistance in case of monolithic wall is given by equation which neglects damping of oscillation of wall due to water.
Stability of breakwater against sliding due to pressure of breaking waves
Coastal Eng Japan
Hayashi, T. (author) / Hattori, M. (author)
1961
11 pages
Article (Journal)
English
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