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EXPERIMENTAL STUDIES ON THE UNDERWATER CONCRETE FOUNDATIONS BY THE PREPACKED METHODSAKURAI N.1975; IN: INT. OCEAN DEV. CONF. 3. PREPR.; TOKYO; 1975; TOKYO; SECR. INT. OCEAN DEV. CONF.; DA. 1975; VOL. 2; PP. 307-313Conference Paper

ULTRASONIC REMOTE CONTROLLED BLASTING EQUIPMENT = APPAREILLAGE ULTRASONIQUE DE DYNAMITAGE, COMMANDE A DISTANCESHIMIZU R; NAKAO K; IIBOSHI S et al.1974; JAP. ELECTRON. ENGNG; JAP.; DA. 1974; NO 89; PP. 26-29Article

SCOUR AROUND MARINE FOUNDATIONS.MACHEMEHL JL; ABAD G.1975; IN: ANNU. OFFSHORE TECHNOL. CONF. 7. PROC.; HOUSTON, TEX.; 1975; S.L.; AM. INST. MIN. METALL. PET. ENG.; DA. 1975; VOL. 2; PP. 691-702; BIBL. 3 REF.Conference Paper

NIPPON STEEL'S SUBMERGED FOUNDATION CONSTRUCTION METHODFUKE T; OHIWA H; GIKA T et al.1974; NIPPON STEEL TECH. REP. OVERSEAS; JAP.; DA. 1974; NO 6; PP. 124-137Article

GRUNDLAGEN ZUR BERECHNUNG VON DICHTESCHLEIERN AN HYDROTECHNISCHEN GRUENDUNGEN = BASES DU CALCUL DES VOILES D'ETANCHEITE DES FONDATIONS HYDROTECHNIQUESADAMOWITSCH AN; WALDMANN J.1975; WASSERWIRTSCH.-WASSERTECH.; DTSCH.; DA. 1975; VOL. 25; NO 6; PP. 207-209; BIBL. 4 REF.Article

UPLIFT CAPACITY OF BURIED MODEL PILES IN SAND = CAPACITE AU SOULEVEMENT DE PIEUX MODELES ENTERRES DANS DU SABLEDAS BM; SEELEY GR.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 1091-1094; BIBL. 7REF.Article

WINTER CONDITIONS ADD DIFFICULTIES TO LAYING OF UNDERWATER PIPELINES.RAUN V.1976; WAT. POLLUT. CONTROL; CANADA; DA. 1976; VOL. 114; NO 10; PP. 18-19Article

FOUNDATION INSTALLATION TECHNIQUES FOR OFFSHORE PLATFORMSRICHARDSON P; LYNCH MT.1975; IN: OFFSHORE EUROPE 75 CONF.; ABERDEEN; 1975; S. L.; SPEARHEAD PUBLICATIONS; DA. 1975; PP. 221.1-221.12Conference Paper

DESIGN OF DEEP PENETRATION PILES FOR OCEAN STRUCTURESMCCLELLAND B.1974; PROC. AMER. SOC. CIV. ENGRS, J. GESTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 709-747; BIBL. 1 P. 1/2Article

THE EFFECT OF SHALLOW-WATER WAVES ON THE STABILITY AND BEARING CAPACITY OF SEA BEDSLUQUE RF; VAN BEEK R.1974; SOC. PETROLEUM ENGRS J.; U.S.A.; DA. 1974; VOL. 14; NO 4; PP. 330-336; BIBL. 6 REF.Article

UNDERWATER PILEDRIVING HAMMER COMPLETES WORK OFF NEW ZEALAND.1978; OCEAN INDUSTRY; U.S.A.; DA. 1978; VOL. 13; NO 3; PP. 57-58Article

GOOD USE OF CONCRETE IN WATER-FRONT HOUSING SCHEMES.TIFFEN CE.1976; INDIAN CONCR. J.; INDIA; DA. 1976; VOL. 50; NO 10; PP. 301-319 (3P.)Article

BAU DER STROMKAJE FUER DAS CONTAINERKREUZ IN BREMERHAVEN. IV. KONSTRUKTION, STATISCHE BERECHNUNG UND AUSRUESTUNG DES AUSFUEHRUNGS-ENTWURFES. B. BELASTUNG DER SPUNDWAENDE UND PFAEHLE, RAMMVORSCHRIFTEN = CONSTRUCTION DU QUAI FLUVIAL POUR TRANSBORDEMENT DE CONTENEURS A BREMERHAVEN. IV. CONCEPTION, CALCUL STATIQUE ET EQUIPEMENT PREVU AU PROJET. B. CHARGES SUR LES PALPLANCHES ET LES PIEUX, DIRECTIVES POUR LE BATTAGE DES PIEUXSCHENCK W.1975; BAUTECHNIK; DTSCH.; DA. 1975; VOL. 52; NO 7; PP. 217-231; BIBL. 9 REF.Article

KRAFTWIRKUNG DER WELLEN AUF PFAEHLE. = FORCE INDUITE PAR LES VAGUES SUR DES PIEUXHAFNER E.1977; WASSERWIRTSCHAFT; DTSCH.; DA. 1977; VOL. 67; NO 12; PP. 385-389; ABS. ANGL.; BIBL. 4 REF.Article

NEW DEVELOPMENTS IN THE USE OF SAND FOR THE CONSTRUCTION OF DEEP WATER OFFSHORE STRUCTURESDOWSE EW.1975; IN ; OCEANOL. INT. 75. CONF. PAP.; BRIGHTON, ENGL.; 1975; LONDON; BPS EXHIB.; DA. 1975; PP. 99-103; BIBL. 4REF.Conference Paper

UNTERWASSERARBEITEN UND TAUCHEREINSAETZE = TRAVAUX SOUS L'EAU ET MISE EN OEUVRE DE SCAPHANDRIERS-PLONGEURSPERPLIES KHG.1975; EUROPA VERK.; DTSCH.; DA. 1975; VOL. 23; NO 4; PP. 212-215; ABS. FR. ANGL. ESP.Article

A NONLINEAR AUTOMATIC FEEDBACK BLADE CONTROLLER FOR IMPROVED BULLDOZER PERFORMANCE.OHTSUBO K; WARD ED.1975; S.A.E. TRANS.; U.S.A.; DA. 1975 PARU 1976; VOL. 84; SECT. 3; PP. 2055-2066; BIBL. 12 REF.Article

SICHENUNG ALTER EBBTUNNEL - BETONPLATTE ERMOEGLICHT VERTIEFUNG DER ELBE = CONSOLIDATION DE L'ANCIEN TUNNEL DE L'ELBE - UNE DALLE EN BETON PERMET L'APPROFONDISSEMENT DE L'ELBERAUSCH E.1983; BETON; ISSN 0005-9846; DEU; DA. 1983; VOL. 33; NO 2; PP. 51-55; ABS. ENG/FREArticle

NOUVEAU PROCEDE DE FONDATION EN LIT DE RIVIERE: APPLICATION AU BARRAGE DE DENOUVALAUBERT J.1981; ANN. INST. TECH. BATIM. TRAV. PUBLICS; ISSN 0020-2568; FRA; DA. 1981; NO 394; PP. 2-20; ABS. ENG/GER/SPAArticle

ROCK DREDGING BY CUTTER SUCTION DREDGERS.KURISU Y; TANAKA R.1976; IN: DREDGING: ENVIRON. EFF. TECHNOL. WORLD DREDGING CONF. WODCON. 7. PROC.; SAN PEDRO, CALIF.; 1976; SAN PEDRO; WORLD DREDGING CONF.; DA. 1976; PP. 919-946Conference Paper

TIEFGARAGE RHEINGARTEN IN KOELN = GARAGE SOUTERRAIN A COLOGNETREDOPP R; RUECKEL H.1981; BETON; DEU; DA. 1981; VOL. 31; NO 5; PP. 159-166; ABS. FRE/ENG; BIBL. 7 REF.Article

GEOTECHNICAL CONSIDERATIONS IN FOUNDATION DESIGN OF OFFSHORE GRAVITY STRUCTURES.YOUNG AG; KRAFT LM JR; FOCHT JA JR et al.1975; IN: ANNU. OFFSHORE TECHNOL. CONF. 7. PROC.; HOUSTON, TEX.; 1975; S.L.; AMERICAN INSTITUTE OF MINING METALLURGICAL & PETROLEUM ENGINEERS; DA. 1975; VOL. 3; PP. 367-386; BIBL. 1 P. 1/2Conference Paper

PARAMETERS AFFECTING AXIAL CAPACITY OF PILES IN CLAYS.BEA RG.1975; IN: ANNU. OFFSHORE TECHNOL. CONF. 7. PROC.; HOUSTON, TEX.; 1975; S.L.; AM. INST. MIN. METALL. PET. ENG.; DA. 1975; VOL. 2; PP. 611-623; BIBL. 21 REF.Conference Paper

DYNAMIC RESPONSE OF A CANTILEVER PILE TO VORTEX SHEDDING IN REGULAR WAVESZEDAN MF; YEUNG JY; SALANE HJ et al.1981; J. ENERGY RESOUR. TECHNOL.; ISSN 0195-0738; USA; DA. 1981; VOL. 103; NO 1; PP. 32-40; BIBL. 12 REF.Article

BODENMECHANISCHE PROBLEME BEI DER GRUENDUNG VON SCHWERGEWICHTSPLATTFORMEN IN DER NORDSEE = PROBLEMES DE MECANIQUE DES SOLS POSES PAR LES FONDATIONS DE PLATEFORMES A GRAVITE DANS LA MER DU NORDWOLFF R.1979; BAUTECHNIK; DEU; DA. 1979; VOL. 56; NO 8; PP. 253-259; BIBL. 43 REF.Article

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