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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

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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

Minimisation of early age thermal cracking in a J-shaped non-reinforced massive concrete quay wallDE SCHUTTER, G; VUYLSTEKE, M.Engineering structures. 2004, Vol 26, Num 6, pp 801-808, issn 0141-0296, 8 p.Article

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UN NOUVEAU QUAI DE CONSTRUCTION ET DE LANCEMENT DE PLATES-FORMES EN MER A ALTAMIRA AU MEXIQUE = A NEW DOCK FOR THE CONSTRUCTION AND LAUNCHING OF OFFSHORE PLATFORMS AT ALTAMIRA IN MEXICOGONZALEZ MARQUEZ, Aarón; PAULIN AGUIRRE, Juan; DU DOIGNON, Pierre Guiot et al.Travaux (Paris). 2009, Num 863, pp 60-64, issn 0041-1906, 5 p.Article

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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

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