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Results 1 to 25 of 185

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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

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

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

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

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

FONDATIONS SPECIALES: PREVENTION DES ACCIDENTS DU TRAVAILENJALBERT P.1981; ; FRA; PARIS: INRS; DA. 1981; ED 599; 617 P.; 24 CM; BIBL. 7 P.; ISBN 2-85599-168-4Book

ERVARINGEN MET DE GRONDVERBETERINGEN STARMVLAEDKERING IN DE OOSTERSCHELDE = EXECUTION DES TRAVAUX DANS LE SOL POUR LA PROTECTION CONTRE LES TEMPETES DANS L'ESCAUT ORIENTALDAVIS PGJ.1981; POLYTECH. TIJDSCHR., BOUWKD. WEGEN-WATERB.; ISSN 0032-4078; NLD; DA. 1981; VOL. 36; NO 9; PP. 470-476Article

SUCCESSFUL FIELD TEST OF A NEW SLENDER HYDRAULIC UNDERWATER-HAMMERJONKER G; VAN LUIPEN P.1980; MEERESTECHNIK; ISSN 0025-8644; DEU; DA. 1980; VOL. 11; NO 5; PP. 175-177; ABS. GERArticle

A NEW FOUNDATION TECHNIQUE USING PILES SEALED BY CEMENT GROUT UNDER HIGH PRESSURE.GOUVENOT D; GABAIX JC.1975; IN: ANNU. OFFSHORE TECHNOL. CONF. 7. PROC.; HOUSTON, TEX.; 1975; S.L.; AM. INST. MIN. METALL. PET. ENG.; DA. 1975; VOL. 2; PP. 645-655; BIBL. 11 REF.Conference Paper

ANCHOR-PILE DESIGN FOR OCEAN-FLOOR ENVIRONMENTS USING FINITE-ELEMENT ANALYSIS.CARNAHAN NF; ZIMMER RA; CARNAHAN FL et al.1975; IN: ANNU. OFFSHORE TECHNOL. CONF. 7. PROC.; HOUSTON, TEX.; 1975; S.L.; AM. INST. MIN. METALL. PET. ENG.; DA. 1975; VOL. 2; PP. 625-632; BIBL. 4 REF.Conference 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

Wharf stands on stone columns = Un appontement repose sur des poteaux en pierreMUNFAKH, G. A.Civil engineering ASCE. 1985, Vol 55, Num 1, pp 44-47, issn 0360-0556Article

FOUNDATION ASPECTS OF THE EASTERN SCHELDT STORM-SURGE BARRIER = FONDATIONS DU BARRAGE MOBILE DANS L'ESCAUT DE L'ESTBOON TJ.1979; GEOL. EN MIJNBOUW; NLD; DA. 1979; VOL. 58; NO 4; PP. 463-470Article

ICE SHEET LOADS ON MARINA PILES.DOUD JO.1978; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 11-47; BIBL. 6 REF.Article

DETECTION DES EXPLOSIONS DANS UN TROU FORE SOUS L'EAU A PARTIR DES BRUITS ELECTRIQUESSHIMIZU T.1978; J. INDUSTR. EXPLOS. SOC. JAP.; JAP.; DA. 1978; VOL. 39; NO 1; PP. 30-36; ABS. ANGL.Article

PIEU POUR CONSTRUCTION PROFONDE EN MERMAZURKIEWICZ B.1977; ZESZ. NAUCK POLITECH. GDANSK., BUDOWNICTWO WODNE; POLSKA; DA. 1977; NO 21; PP. 67-76; ABS. ANGL. RUSSE; BIBL. 8 REF.Article

Group action in offshore piles = Action de groupe des pieux offshoreO'NEILL, M. W.Conference on geotechnical practice in offshore engineering. 1983, pp 25-64Conference Paper

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