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JETTY DESIGN FOR LITTLE RIVER INLET, SOUTH CAROLINASEABERGH WC.1977; COASTAL SEDIMENTS '77 AMERICAN SOCIETY OF CIVIL ENGINEERS WATERWAY PORT COASTAL AND OCEAN DIVISION. SYMPOSIUM. 5/1977-11-02/CHARLESTON, SC; USA; NEW YORK: A.S.C.E.; DA. 1977; PP. 966-985; BIBL. 12 REF.Conference Paper

JETTIES SAVE PIPE-CARRYING STRUCTURES. = DES JETEES PRESERVENT LES STRUCTURES SUPPORTANT UN PIPELINE1976; OIL GAS J.; U.S.A.; DA. 1976; VOL. 74; NO 13; PP. 157-160Article

BREVET 2.226.341 (B) (7313834). A 17 AVRIL 1973. GOULOTTE DE JETEE POUR TRANSPORTEUR A BANDE SANS FINsdPatent

WEIR JETTIES: THEIR CONTINUING EVOLUTION = JETEES AVEC DEVERSOIR: LEUR EVOLUTION CONTINUEPARKER NE.1979; SHORE AND BEACH; USA; DA. 1979; VOL. 47; NO 4; PP. 15-19; BIBL. 1 REF.Article

EXPANSION AGAIN HIKES KHARG EXPORT CAPACITY.KENNEDY JL.1977; OIL GAS J.; U.S.A.; DA. 1977; VOL. 75; NO 32; PP. 78-82 (3P.)Article

SIMULATION OF PIERS IN HYDRAULIC MODELSBALL DJ.1974; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 1; PP. 23-34; BIBL. 10 REF.Article

Pier review = Les jetées passées en revuePADRON, D. V.Civil engineering ASCE. 1985, Vol 55, Num 9, pp 54-56, issn 0360-0556Article

PRAXIS DES SCHWIMMOLENBAUES = PRATIQUE DE LA CONSTRUCTION DES MOLES FLOTTANTSFEHLMANN B.1980; SCHWEIZ. ING. ARCHIT.; CHE; DA. 1980; VOL. 98; NO 6; PP. 89-92Article

Scour at Haldia oil jetty on the Hugli estuary = Erosion à la jetée pétrolière de Haldia sur l'estuaire de la rivière HugliBISWAS, A. N; BANDYOPADHYAY, K. K.Bulletin of the Permanent International Association of Navigation Congresses. 1987, Num 58, pp 57-68, issn 0374-1001Article

CONSEQUENCES OF TRAINING WALLS AND JETTIES FOR AQUATIC HABITATS AT TWO BRITISH COLUMBIA ESTUARIES = CONSEQUENCES DES GUIDEAUX ET DES JETEES SUR L'HABITAT AQUATIQUE DANS DEUX ESTUAIRES DE LA COLOMBIE BRITANNIQUELEVINGS CD.1980; COAST. ENGNG; NLD; DA. 1980; VOL. 4; NO 2; PP. 111-136; BIBL. 2 P.Article

AFFOUILLEMENT LOCAL AVEC DES JETEES GUIDANT DES COURANTS DROITSGYUNSBURG BA.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 11; PP. 133-135; BIBL. 3 REF.Article

Le port en eau profonde de Mutsamudu, aux Comores: le projet, le chantierPALLEZ, G; BOUJU, J.Travaux (Paris). 1985, Num 603, pp 26-29, issn 0041-1906Article

ZUR KONSTRUKTION VON SCHWIMMENDEN HAFENMOLEN = CONSTRUCTION DE MOLES PORTUAIRES FLOTTANTSSCHAAD F.1980; SCHWEIZ. ING. ARCHIT.; CHE; DA. 1980; VOL. 98; NO 6; PP. 83-88Article

AN EXTENDED APPROACH TO WAVE SCATTERING THROUGH A HARBOR ENTRANCE = ETUDE DE LA DIFFRACTION DE LA HOULE DANS UNE ENTREE DE PORTMEMOS CD.1980; BULL. ASSOC. INT. PERM. CONGR. NAVIG.; BEL; DA. 1980; VOL. 54; NO 35; PP. 20-26; ABS. FRE; BIBL. 8 REF.Article

JETTY EFFECTS AT THE SIUSLAW AND ROGUE RIVERHARTMAN GL.1977; COASTAL SEDIMENTS' 77 AMERICAN SOCIETY OF CIVIL ENGINEERS WATERWAY PORT COASTAL AND OCEAN DIVISION. SYMPOSIUM. 5/1977-11-02/CHARLESTON, SC; USA; NEW YORK: A.S.C.E.; DA. 1977; PP. 287-304; BIBL. 11 REF.Conference Paper

DYNAMIC BEHAVIOR OF BOX-GIRDER JETTIESPOSKITT TJ.1975; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 181-200; BIBL. 13 REF.Article

JETEE FLOTTANTE1978; ACIER STAHL STEEL; FRA; DA. 1978; VOL. 43; NO 2; PP. 56-58; IDEM GER ENGArticle

NEARSHORE CHANGES AT JETTIED INLETS, TEXAS COASTMORTON RA.1977; COASTAL SEDIMENTS' 77 AMERICAN SOCIETY OF CIVIL ENGINEERS WATERWAY PORT COASTAL AND OCEAN DIVISION. SYMPOSIUM. 5/1977-11-02/CHARLESTON, SC; USA; NEW YORK: A.S.C.E.; DA. 1977; PP. 267-286; BIBL. 2 P.Conference Paper

ETUDE DU FLAMBAGE DE LA STRUCTURE D'UN NAVIRE EN COLLISION AVEC DES JETEESNAGASAWA H; TANI M; ARITA K et al.1977; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1977; VOL. 142; PP. 323-332; ABS. ANGL.; BIBL. 4 REF.Article

PARAMETERS AFFECTING STABILITY OF RUBBLE MOUNDS.BRUUN P; JOHANNESSON P.1976; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 141-164; BIBL. 1 P. 1/2Article

INLET SAND BYPASSING SYSTEMS IN FLORIDA = SYSTEME DE DERIVATION DU SABLE DES EMBOUCHURES EN FLORIDEJONES CP; MEHTA AJ.1980; SHORE AND BEACH; USA; DA. 1980; VOL. 48; NO 1; PP. 25-34; BIBL. 18 REF.Article

DER DOLOS: EIN BISHER IM SCHWEREN SEEBAU IN DEUTSCHLAND NICHT VERWENDETER BETONFORMSTEIN = DOLOS: UNE PIECE MOULEE EN BETON INEMPLOYEE JUSQU'ICI EN ALLEMAGNE DANS LA CONSTRUCTION LOURDE EN MERHANSEN VA.1979; WASS. U. BODEN; DEU; DA. 1979; VOL. 31; NO 11; PP. 306-309; ABS. ENG; BIBL. 16 REF.Article

EFFECTIVE THICKNESS AND STRUCTURAL EFFICIENCY OF CELLULAR WALLS AND PIERS = EPAISSEUR EFFECTIVE ET PROPRIETES DES MURS ET DES JETEES CELLULAIRESSANKO F; CURTIN WG.1978; INST. CIV. ENGRS, PROC.; GBR; DA. 1978; VOL. 65; PP. 893-898; BIBL. 1 REF.Article

HAMNBYGGEN FOER SCANRAFFS RAFFINADERI, BROFJORDEN = CONSTRUCTION DE LA JETEE POUR LA RAFFINERIE DE SCANRAFF A BROFJORDENDELLE S.1974; NORD. BETONG; SVERIGE; DA. 1974; NO 4; PP. 6-8; ABS. ANGLArticle

CENTURY SAGA OF PLYMOUTH WAVEBREAKERS = LES CENTS ANS D'HISTOIRE DES BRISES-LAMES DE PLYMOUTHBARFOOT J.1980; CONCRETE; GBR; DA. 1980; VOL. 14; NO 6; PP. 20-23Article

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