PASSIVE REFIGERATION IS BEST SUITED FOR ARCTIC PILE SUPPORTS. = LA REFRIGERATION PASSIVE EST LA MIEUX ADAPTEE POUR LES SUPPORTS DE PILES EN ARCTIQUEGALATE JW.1975; OIL GAS J.; U.S.A.; DA. 1975; VOL. 73; NO 47; PP. 45-50; BIBL. 12 REF.Article

CRITICAL PIPELINE LINK IS FINISHED = LA JONCTION D'UNE SECTION CRITIQUE DE PIPELINE EST TERMINEEEWING R.1974; OIL GAS J.; U.S.A.; DA. 1974; VOL. 72; NO 48; PP. 62-63Article

AN ANALYSIS OF THE PERFORMANCE OF A WARM-OIL PIPELINE IN PERMAFROST, INUVIK, N.W.T = UNE ANALYSE DES PERFORMANCES DES PIPELINES D'HUILE CHAUDE DANS LE PERMAFROST INUVIK TNOMORGENSTERN NR; NIXON JF.1975; REV. CANAD. GEOTECH.; CANADA; DA. 1975; VOL. 12; NO 2; PP. 199-208; ABS. FR.; BIBL. 8 REF.Article

FAULT MOVEMENT EFFECTS ON BURIED OIL PIPELINE.KENNEDY RP; CHOW AW; WILLIAMSON RA et al.1977; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E; U.S.A.; DA. 1977; VOL. 103; NO 5; PP. 617-633; BIBL. 12 REF.Article

ANALYSIS OF MODELS CONCERNING WARPING OF A PEAT SUBSTRUCTUREKHIGER M SH; NIKOLAEV NV.1977; TRANSP. KHRAN. NEFTI NEFTEPROD.; S.S.S.R.; DA. 1977; NO 12; PP. 21-24; BIBL. 9 REF.Article

KEYSTONE MOUNTAIN: TOUGHEST PART OF THE JOB.1976; PIPELINE GAS J.; U.S.A.; DA. 1976; VOL. 203; NO 11; PP. 34Article

EFFICIENCY OF UTILIZATION OF A BANKED THERMAL INSULATION OF AN UNDERGROUND PIPELINEGARRIS NA; MARTYNOV AV; NOVOSELOV VF et al.1976; IZVEST. VYSSH. UCHEBN. ZAVED., NEFT GAZ; S.S.S.R.; DA. 1976; VOL. 19; NO 6; PP. 77-80Article

SUPPORT PILINGS CORRUGATED IN PLACE. = DES PILIERS DE SUPPORT CANNELES SUR PLACE1975; OIL GAS J.; U.S.A.; DA. 1975; VOL. 73; NO 20; PP. 108-109Article

ALYESKA PIONEERING ABOVEGROUND CONSTRUCTION OF BIG-INCH PIPELINE. = LE PROJET ALYESKA INNOVE LA CONSTRUCTION AU-DESSUS DU SOL DE PIPELINE DE GRAND DIAMETREWILSON HM.1975; OIL GAS J.; U.S.A.; DA. 1975; VOL. 73; NO 22; PP. 77-84 (5P.)Article

TECHNICAL CAPABILITIES IN OFFSHORE PIPELINE OPERATIONS TO MAXIMIZE SAFETYMILZ EA; BROUSSARD DE.1972; IN: 4TH ANNU. OFFSHORE TECHNOL. CONF. PREPR. HOUSTON, 1972; S.L.; DA. 1972; VOL. 2; PP. 809-826; BIBL. 7 REF.Conference Paper

SOIL TREATMENT CONTROLS FROST HEAVE CONDITIONSHAYAT AHMAD.1978; PIPE LINE INDUSTRY; USA; DA. 1978; VOL. 49; NO 6; PP. 51-54; BIBL. 4 REF.Article

SARNIA-MONTREAL CRUDE LINE LAID IN SEVEN MONTHS DESPITE OBSTACLES. = LE PIPELINE DE PETROLE BRUT SARNIA-MONTREAL POSE EN SEPT MOIS EN DEPIT DES OBSTACLESROWLAND LO.1976; PIPELINE GAS J.; U.S.A.; DA. 1976; VOL. 203; NO 7; PP. 42-48 (4P.)Article

EROSION CONTROL SYSTEM FOR PIPELINE CONSTRUCTION SISTES. = SYSTEME DE CONTROLE DE L'EROSION POUR DES SITES DE CONSTRUCTION DE PIPELINESCHARNG NING CHEN; SANTOMAURO F; FISHER JB et al.1975; IN: NATL. SYMP. URBAN HYDROL. SEDIMENT CONTROL. PROC.; LEXINGTON, KY; 1975; LEXINGTON, KY; OFF. RES. ENG. SERV.; DA. 1975; PP. 37-49; BIBL. 11 REF.; 6 ILL.Conference Paper

MOEGLICHKEITEN ZUR ERHOEHUNG DER ARBEITSPRODUKTIVITAET IM FERNROHR LEITUNGSBAU, DARGESTELLT AN SOWJETISCHEN ERFAHRUNGEN, UND IHRE UNTERSUCHUNG AUF EINE ANWENDBARKEIT IN DER DDR. = POSSIBILITIES OF INCREASING THE LABOUR PRODUCTIVITY IN THE CONSTRUCTION OF LONG DISTANCE PIPELINES, DEMONSTRATED BY SOVIET EXPERIENCE AND STUDY OF THEIR APPLICABILITY IN THE GDR = POSSIBILITES D'AUGMENTER LA PRODUCTIVITE DU TRAVAIL DANS LA CONSTRUCTION DES CANALISATIONS A LONGUE DISTANCE PRESENTEES A L'AIDE DE L'EXPERIENCE SOVIETIQUE ET DE L'ETUDE DE LEUR APPLICATION EN RDAJUNGE E.1975; WISSENSCH. Z. HOCHSCH. ARCHIT. BAUWES. WEIMAR; DTSCH.; DA. 1975; VOL. 22; NO 5-6; PP. 545-549; BIBL. 10 REF.Article

FRICTION AND BEARING LOADS ON BURIED PIPES = FRICTION ET CHARGES DE PORTANCE DES CANALISATIONS ENTERREESBLAKE A; ZASLAWSKY M.1973; SOC. PETROLEUM ENGRS J.; U.S.A.; DA. 1973; VOL. 13; NO 3; PP. 163-174; BIBL. 13 REF.Article

SEISMIC RESPONSE OF BURIED PIPELINES.NOVAK M; HINDY A.1977; IN: ADV. CIV. ENG. THROUGH ENG. MECH. ANNU. SPEC. CONF. 2. PROC.; RALEIGH, N.C.; 1977; NEW YORK; AMER. SOC. CIV. ENG.; DA. 1977; PP. 44-47; BIBL. 2 REF.Conference Paper

THAWING OF PERMAFROST BENEATH A BURIED PIPE.LUNARDINI VJ.1977; J. CANAD. PETROLEUM TECHNOL.; CANADA; DA. 1977; VOL. 16; NO 4; PP. 34-37; ABS. FR.; BIBL. 5 REF.Article

10-YEAR ONSHORE CONSTRUCTION-COST TREND1980; OIL GAS J.; USA; DA. 1980; VOL. 78; NO 32; PP. 61Article

TRANS ALASKA PIPELINE. = LE PIPELINE TRANS-ALASKAGODFREY KA.1978; CIV. ENGNG; U.S.A.; DA. 1978; VOL. 48; NO 6; PP. 59-69Article

CONSTRUCTION UNDER WAY ON KENYA'S MOMBASA-NAIROBI LINE.IVES G JR.1977; PIPE LINE INDUSTRY; U.S.A.; DA. 1977; VOL. 46; NO 3; PP. 73-74Article

OVERCOMING OBSTACLES IN LANDING PIPELINESO'DONNELL HW.1980; OFFSHORE TECHNOLOGY CONFERENCE 1980. ANNUAL OFFSHORE TECHNOLOGY CONFERENCE. 12/1980/HOUSTON TX; USA; DALLAS: OFFSHORE TECHNOLOGY CONFERENCE; DA. 1980; VOL. 2; PP. 431-436; BIBL. 8 REF.Conference Paper

PIPELINES LAID IN DIFFICULT CONDITIONS, INCLUDING EARTHQUAKE ZONESMIKAOKA T.1979; PIPES PIPELINES INTERNATION.; GBR; DA. 1979; VOL. 24; NO 4; PP. 9-35; (8 P.); BIBL. 5 REF.Article

PUBLIC ENEMY NO 1 - THE WEATHER!1978; CANAD. PETROLEUM; CAN; DA. 1978; VOL. 19; NO 10; PP. 35-38Article

THE ROLE OF FULL-SCALE TEST PITS IN BURIED PIPELINE RESEARCH.TROTT JJ; PICKEN N; CLIFFORD J et al.1977; PIPES PIPELINES INTERNATION.; G.B.; DA. 1977; VOL. 22; NO 6; PP. 11-15; BIBL. 10 REF.Article

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