Discussion of “Deterministic and Probabilistic Design of Breakwater Armor Layers” by Jentsje W. van der Meer (January, 1988, Vol. 114, No. 1)
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Volume 116, Issue 4
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References
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Bruun, P., and Günbak, A. R. (1976). “New design principles for rubble mound breakwaters.” Proc. of the 15th Coastal Engrg. Conference, ASCE, 2429–2473.
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Bruun, P., and Johannesson, P. (1977). Closure of “Parameters affecting stability of rubble mounds.” by Per Moller Bruun and Palmi Johannesson, J. Wtrwy., Port, Coast. and Oc. Div., ASCE, 103(4), 553–566.
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Burcharth, H. F. (1979). “The effect of wave grouping on on‐shore structures.” J. Coastal Engrg., 2(3), 189–200.
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Cavanié, A., Arhan, M., and Ezraty, R. (1976). “A statistical relationship between individual heights and periods of storm waves.” Proc. BOSS' 76, Univ. of Trondheim, 2, 354–360.
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Gerritsen, F. (1969). “Design criteria in coastal engineering.” Topics in ocean engineering, Vol. 1., C. L. Bretschneider, ed., Gulf Publishing Co., Houston, Tex., 370–411.
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Kreeke, J. Van de, and Paape, A. (1964). “On optimum breakwater design.” Proc. 9th Conference on Coastal Engrg. ASCE, 532–552.
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Losada, M. A., and Giménez‐Curto, L. A. (1979). “An approximation to the failure probability of maritime structures under a sea state.” Port and ocean engineering under arctic conditions, The Norwegian Inst. of Tech., 3, 1269–1281.
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Losada, M. A., Desiré, J. M., and Alejo, M. (1986). “Stability of blocks as breakwater armour units.” J. Struct. Engrg., ASCE, 112(11), 2392–2401.
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Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 116 • Issue 4 • July 1990
Pages: 505 - 507
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Copyright © 1990 ASCE.
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Published online: Jul 1, 1990
Published in print: Jul 1990
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