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Cuomo, G. (author)In most developed coastal areas, seawalls protect towns, road, rail and rural infrastructure against wave overtopping. Similar structures protect port installations worldwide, and may be used for cliff protection. When a large tidal excursion and severe environmental conditions concur to expose seawalls and vertical face breakwaters to wave...report 2007
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Goda, Y. (author)The historical development of upright breakwaters in Japan is briefly reviewed as an introduction. Various wave pressure formulas for vertical walls are discussed, and then the design formulas currently employed in Japan are presented with an example of calculation. Several design factors are also discussed.report 1992
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Franco, L. (author)Italy is often considered as a mother country of vertical breakwaters for harbour protection, since they have been widely used all along our coasts long since. An updated location map is given in fig. 1, which also shows the position of the directional wave recording stations of the existing Italian network. The most common vertical breakwaters...report 1992
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Führböter, A. (author), Sparboom, U. (author)This paper deals with shock pressure phenomena due to breaking waves acting on sloping faces of sea dykes and other dike revetments. The full-scale investigations were carried out in the new research facility LARGE WAVE CHANNEL in Hannover. Germany. Maximum shock pressure estimations are given for practical slopes 1:4 and 1:6. An extension of...report 1988
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Bakker, K.J. (author)Ten einde oevers en dijken tegen golfaanval te beschermen, worden deze vaak voorzien van een gezette steenbekleding. De bij het ontwerp in beschouwing te nemen bezwijkmechanismen zijn onder andere; het door verschildrukken uitlichten van stenen, het afglijden van de bekledingslaag, en instabiliteit van de onderlagen. In dit verhaal, zullen we...report 1987
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- Stans, J.C. (author) report 1982
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Losada, M.A. (author), Giménez Curto, L.A. (author)Research on rubble mound breakwaters when confronted with waves. The rapport covers the flow characteristics and mound stability under regular waves and under oblique wave attack. The authors find a formula for rough, permeable slopes, flow characteristics under the action of a regular wave train by a function of the type. Furthermore they...report 1980
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- Stans, J.C. (author) report 1979
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- Stans, J.C. (author) report 1977
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- Stans, J.C. (author) report 1977
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Barends, F.B.J. (author)Het effect van golfkrachten op een dijklichaam.report 1972
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Broeders, W. (author), Pilarczyk, K.W. (author)Resultaat van modelproeven in de windgoot met golfklappen op caissons.report 1963
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Bagnold, R.A. (author)Description of the original tests of Bagnold on wave impacts.report 1939
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Sainflou, G. (author)Classic article on wave pressures on vertical walls.report 1928