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

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

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

Wave induced liquefaction underneath gravity structuresDE GROOT, M. B; MEIJERS, P.International Conference on cyclic behaviour of soils and liquefaction phenomena. 2004, pp 399-406, isbn 90-5809-620-3, 8 p.Conference Paper

Development of floating breakwaters for fishing portsFUKUYA, M; TAKAKI, N; NAGANO, A et al.Bulletin of the Permanent International Association of Navigation Congresses. 1994, Num 83-84, pp 86-90, issn 0374-1001Conference Paper

The Elmer coastal defence schemeHOLLAND, B; COUGHLAN, P.MAFF conference of river and coastal engineers. 1994, 16 p.Conference Paper

Improving shore protection design = Amélioration de la conception des ouvrages de protection du littoralKAMPHUIS, J. W.Canadian journal of civil engineering (Print). 1990, Vol 17, Num 2, pp 142-147, issn 0315-1468Article

Energy losses and floating breakwater response = Pertes d'énergies et réponse des brise-lames flottantsFUGAZZA, M; NATALE, L.Journal of waterway, port, coastal, and ocean engineering. 1988, Vol 114, Num 2, pp 191-205, issn 0733-950XArticle

Investigation au laboratoire du système des vagues et de circulation induite par celles-ci, derrière un brise-lames submergéITOSU, C; KIHARA, K; GOMYO, M et al.Nippon Suisan Gakkaishi. 1988, Vol 54, Num 10, pp 1757-1762, issn 0021-5392Article

Risk insurance analysis = Etude de l'assurance contre le risqueFARROW, M.C.Conference Breakwaters88. 1988, pp 313-320Conference Paper

Offshore breakwaters in laboratory and fieldKYUNGDUCKSUH; DALRYMPLE, R. A.Journal of waterway, port, coastal, and ocean engineering. 1987, Vol 113, Num 2, pp 105-121, issn 0733-950XArticle

Volume and strength of a dolosDESAI, H. C.Journal of waterway, port, coastal, and ocean engineering. 1986, Vol 112, Num 6, pp 667-668, issn 0733-950XArticle