Tiefe kainauer in Shlitzbauweise = Deep water quay wall in form of a diaphragm wall = Mur de quai en eau profonde, incluant une paroi mouléeDÜCKER, H.P; RODATZ, W; TIMM, G et al.Bautechnik (Berlin, 1984). 1996, Num 12, pp 811-820, issn 0932-8351Article

Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral SpreadingMOTAMED, Ramin; TOWHATA, Ikuo.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 3, pp 477-489, issn 1090-0241, 13 p.Article

A Numerical Study of Liquefaction Induced Deformation on Caisson-Type Quay Wall Using a Partially Coupled SolutionARABLOUEI, A; GHALANDARZADEH, A; MOSTAFAGHARABAGHI, A. R et al.Journal of offshore mechanics and Arctic engineering. 2011, Vol 133, Num 2, issn 0892-7219, 021101.1-021101.9Article

Seeschiffmauern : Anforderungsprofil, Lösungsansätze, Entwicklungen = Sea ship quai walls : demanded profil, solution projections, developmentsDÜCKER, H. P.Jahrbuch der Hafenbautechnischen Gesellschaft. 1993, Vol 48, pp 154-160, issn 0340-4838Article

Kaimaierkonstruktionen in Spundwandbauweise aus Norddeutschland = Quay wall constructions in pile planking structures off Nord GermanyCONRAD, P.Jahrbuch der Hafenbautechnischen Gesellschaft. 1993, Vol 48, pp 161-165, issn 0340-4838Article

Scanning Method Yields Fast, Accurate Underwater SurveysJONES, Jenny.Civil engineering (New York, NY. 1983). 2010, Vol 80, Num 7, pp 38-39, issn 0885-7024, 2 p.Article

Electrochemical desalination of cores from a reinforced concrete coastal structure = Désalinisation électrochimique d'échantillons prélevés sur un ouvrage côtier en bétonPOLDER, R.B; WALKER, R.J; PAGE, C.L et al.Magazine of Concrete Research. 1995, Vol 47, Num 173, pp 321-327, issn 0024-9831Article

Schlitzwand-Kontruktionen für Hafenbauwerke : Beispiele aus Frankreich = Subterraneous curtain-constructions for harbour structures : examples off FranceEVERS, G.Jahrbuch der Hafenbautechnischen Gesellschaft. 1993, Vol 48, pp 181-186, issn 0340-4838Article

Stahlspundwand-Konstruktionen = Steel sheet piling-constructionsROTH, S.Jahrbuch der Hafenbautechnischen Gesellschaft. 1993, Vol 48, pp 166-171, issn 0340-4838Article

A new wave absorbing quay-wall for wave height reduction in a harbor basinTHEOCHARIS, Ioannis; ANASTASAKI, Eleni N; MOUTZOURIS, Costantinos I et al.Ocean engineering. 2011, Vol 38, Num 17-18, pp 1967-1978, issn 0029-8018, 12 p.Article

Observations of dynamic and non-dynamic interactions between a quay wall and partially stabilised backfillNISHIMUR, Satoshi; TAKAHASHI, Hidenori; MORIKAWA, Yoshiyuki et al.Soils and foundations. 2012, Vol 52, Num 1, pp 81-98, issn 0038-0806, 18 p.Article

Pile-Group Response to Large Soil Displacements and Liquefaction: Centrifuge Experiments versus a Physically Simplified AnalysisTASIOPOULOU, Panagiota; GEROLYMOS, Nikos; TAZOH, Takashi et al.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 2, pp 223-233, issn 1090-0241, 11 p.Article

Seismic Displacement of Broken-Back Gravity Quay WallsSADREKARIMI, Abouzar.Journal of waterway, port, coastal, and ocean engineering. 2011, Vol 137, Num 2, pp 75-84, issn 0733-950X, 10 p.Article

Experimental studies on caisson-type porous seawallsSHUTANG ZHU; CHWANG, A. T.Experiments in fluids. 2002, Vol 33, Num 4, pp 512-515, issn 0723-4864Article

Huddersfield narrow canal restorationNORFOLK, Derek.Concrete (London). 2001, Vol 35, Num 1, pp 23-24, issn 0010-5317Article

Estimation of chloride ingress into concrete in marine environmentFLIS, K; KAVCIC, F.International conference on maritime engineering and ports. 2000, pp 361-370, isbn 1-85312-829-5Conference Paper

Hong Kong central reclamation. Phase III - The design of a low reflection seawall = Hong Kong Central Reclamation. Phase III - La conception d'un mur de quai peu réfléchissantMCCONNELL, K. J.Bulletin of the Permanent International Association of Navigation Congresses. 1998, Num 98, pp 47-56, issn 0374-1001Article

Grandes manœuvres sur le canal de Panama = Army manoeuvres on the Panama canalPRADES, F.Chantiers de France (Paris). 1997, Num 301, pp 20-21, issn 0397-4650Article

The new Porto Torres breakwater, ItalyNOLI, A; FRANCO, L; TOMASSI, S et al.Proceedings of the Institution of Civil Engineers. Civil engineering. 1995, Vol 108, Num 1, pp 17-27, issn 0965-089XArticle

Seismic behavior of a caisson type quay wall on a pile foundationTAKATANI, T; MAENO, Y.-H; KODAMA, H et al.The Proceedings of the ... International Offshore and Polar Engineering Conference. 1999, issn 1098-6189, isbn 1-880653-39-7, 4Vol, Vol. 1, 652-659Conference Paper

The study of wave pressure and uplift force on a submerged plateCHING-YUN YUEH; YI-YU KUO.Ocean engineering. 1993, Vol 20, Num 3, pp 263-280, issn 0029-8018Article

Mitigation measures for pile groups behind quay walls subjected to lateral flow of liquefied soil: Shake table model testsMOTAMED, Ramin; TOWHATA, Ikuo.Soil dynamics and earthquake engineering (1984). 2010, Vol 30, Num 10, pp 1043-1060, issn 0267-7261, 18 p.Article

Design of additional general cargo berths in the Port of Richards Bay = La conception de quais supplémentaires pour au Port de Richards BayDE WET, H; GOUSSARD, L.Bulletin of the Permanent International Association of Navigation Congresses. 1996, Num 90, pp 14-22, issn 0374-1001, 8 p.Article

Le projet Al Raha Beach à Abu Dhabi = The Al Raha Beach project in Abu DhabiPERCAK, Michel; GREEN, Erik; BRAUN, Patrick et al.Travaux (Paris). 2008, Num 853, pp 74-77, issn 0041-1906, 4 p.Article

Dynamic failures of subsoils observed in waterfront areasTOWHATA, I; GHALANDARZADEH, A; KRISHNA PRASAD SUNDARRAJ et al.Soils and foundations. 1996, Vol JAN, pp 149-160, issn 0038-0806, NSArticle