Simulation of coupled and uncoupled phenomena in floating breakwater models = Simulation de phénomènes couplés et non couplés dans les modèles de brise-lames flottantslFUGAZZA, M; NATALE, L.Computer methods and water resources. International conference. 1. 1988, pp 241-251Conference Paper

Offshore breakwaters and shore evolution controlPILARCZYK, Krystian W; ZEIDLER, Ryszard B.1996, XXI, 560 p, isbn 90-5410-627-1Book

Performance of single layer hollow block armour units = Comportement de systèmes à armature de blocs creux à une coucheHETTIARACHCHI, S.S.L; HOLMES, P.Conference Breakwaters88. 1988, pp 363-381Conference Paper

Grupo de olas y diseño de disques en talud = Groupe de vagues et dessin de digues en talusMEDINA, J. R; HUDSPETH, R. T.1989, Num 3284, pp 709-721, issn 0034-8619Article

Brise-lames construits avec des écoulements derrière des sauts de densité paraboliquesVORONIN, V. I; ZAKHARCHENKO, V. F; SHVETS, A. I et al.Prikladnaâ mehanika i tehničeskaâ fizika. 1988, Num 3, pp 66-70, issn 0869-5032Article

Can we save on breakwaters by providing better mooring-fendering? = Peut-on épargner les brise-la mer en prévoyant de meilleurs amarrage/défenses?BRUUN, P.Bulletin of the Permanent International Association of Navigation Congresses. 1986, Vol 60, Num 53, pp 119-131, issn 0374-1001Article

Re-examination of breaker-type classification on uniformly inclined laboratory beachesOKAZAKI, S.-I; SUNAMURA, T.Journal of coastal research. 1991, Vol 7, Num 2, pp 559-564, issn 0749-0208, 6 p.Article

Diques sinusoidales = Digues sinusoïdalesCOPEIRO DEL VILLAR, E.1989, Num 3285, pp 795-810, issn 0034-8619, 16 p.Article

Blanket theory revisited or more than a decade down under = Réexamen de la théorie du Blanket ou plus d'une décennie aux antipodesBROWN, C.T.Conference Breakwaters88. 1988, pp 157-175Conference Paper

Reliability analysis of rubble-mound breakwater = Analyse de la fiabilité d'un brise-lame formé d'un monticule de moëllonsMIZUMURA, K; YAMAMOTO, M; ENDO, T et al.Computer methods and water resources. International conference. 1. 1988, pp 375-384Conference Paper

On a freely floating porous box in shallow water wavesSTIASSNIE, Michael; DRIMER, . Nitai.Applied ocean research. 2003, Vol 25, Num 5, pp 263-268, issn 0141-1187, 6 p.Article

Empirical formula for breakage of Dolosse and TetrapodsBURCHARTH, H. F; D'ANGREMOND, K; VAN DER MEER, J. W et al.Coastal engineering. 2000, Vol 40, Num 3, pp 183-206, issn 0378-3839Article

Modelling of a circular-section floating breakwater : Discussion. Authors' replyWATTS, R. D; ISAACSON, M; WHITESIDE, N et al.Canadian journal of civil engineering (Print). 1996, Vol 23, Num 3, issn 0315-1468, p. 641Article

Hydraulic effects of breakwater crown walls = Les effets hydrauliques des parois frontales de brise-lamesBRADBURY, A.P; ALLSOP, N.W.H.Conference Breakwaters88. 1988, pp 385-396Conference Paper

Accretion behind single offshore breakwater = Accumulation derrière un brise-lames isolé en merHSU, J. R. C; SILVESTER, R.Journal of waterway, port, coastal, and ocean engineering. 1990, Vol 116, Num 3, pp 362-380, issn 0733-950XArticle

Developments in the analysis of armour layer profile data = Développement des études de données sur le profil des couches d'armaturePLATHAM, J.P; POOLE, A.B; MANNION, M.B et al.Conference Breakwaters88. 1988, pp 343-361Conference Paper

Maximum periodic wave run-up on smooth slopes = Montée périodique maximale des vagues sur pentes doucesWALTON, T. L. JR; AHRENS, J.Journal of waterway, port, coastal, and ocean engineering. 1989, Vol 115, Num 5, pp 703-708, issn 0733-950XArticle

Sand-bypassing simulation using synthetic longshore transport data = Simulation de systèmes pour le passage du sable en utilisant des données synthétiques de transport le long des côtesWEGGEL, J. R; DOUGLASS, S. L; TUNNELL, J. E et al.Journal of waterway, port, coastal, and ocean engineering. 1988, Vol 114, Num 2, pp 146-160, issn 0733-950XArticle

Wave action on breakwater armour units = L'action des vagues sur les systèmes de brise-lames en bétonNASCIMENTO, U; PITA, C.Conference Breakwaters88. 1988, pp 27-36Conference Paper

Ableitung einer Lösung für die Bestimmung des Dämpfungskoeffizienten einer Folietauchwand = Deduction of a solution for the damping coefficient of a flexible curtainHABI, Mohammed; KRANAWETTREISER, Jörg.Wasser und Boden. 2002, Vol 54, Num 5, pp 32-36, issn 0043-0951Article

Analysis of the dynamic-static equilibrium of stones in rockslope type breakwaters, considered as granular systems = Etude de l'équilibre dynamique-static des pierres dans les brise-lames du type à pente en enrochement, considérés comme systèmes granulairesVALDECANTOS, V. N.Bulletin of the Permanent International Association of Navigation Congresses. 1992, Num 76, pp 8-11, issn 0374-1001Article

Deterministic and probabilistic design of breakwater armor layers = Calcul déterministe et probabiliste des couches de protection des brise-lamesVAN DER MEER, J. W.Journal of waterway, port, coastal, and ocean engineering. 1988, Vol 114, Num 1, pp 66-80, issn 0733-950XArticle

Scour of the sea bed in front of vertical breakwaters = L'affouillement du fond marin devant les brise-lames verticauxLOVELESS, J.H.Conference Breakwaters88. 1988, pp 397-406Conference Paper

Diffraction patterns near narrow breakwater gapsSOBEY, R. J; JOHNSON, T. L.Journal of waterway, port, coastal, and ocean engineering. 1986, Vol 112, Num 4, pp 512-528, issn 0733-950XArticle

Foundations of harbour caissons on soft groundSORIANO, A; VALDERRAMA CONDE, M; GONZALEZ GALINDO, J et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 895-900, isbn 80-86769-00-3, 6 p.Conference Paper