SEISMIC RESPONSE BEHAVIOR OF BURIED PIPELINESWANG LRL; CHENG KM.1979; J. PRESSURE VESSEL TECHNOL.; ISSN 0094-9930; USA; DA. 1979; VOL. 101; NO 1; PP. 21-30; BIBL. 21 REF.Article

STRESS ANALYSIS METHODS FOR UNDERGROUND PIPE LINES.LIANG CHUAN PENG.1978; PIPE LINE INDUSTRY; U.S.A.; DA. 1978; VOL. 48; NO 4; PP. 67-72 (5P.); BIBL. 5 REF.Article

ANALYSIS OF CREEPING PLACES OF LONGITUDINAL DISPLACEMENT OF PIPES IN A BROWN COAL FOUNDATIONKHIGER M SH.1976; TRANSP. KHRAN. NEFTI NEFTEPROD.; S.S.S.R.; DA. 1976; NO 4; PP. 12-13; BIBL. 3 REF.Article

PIPELINE BURIAL BY FLUIDISATION.VAN STEVENINCK J.1975; IN: ANNU. OFFSHORE TECHNOL. CONF. 7. PROC.; HOUSTON, TEX.; 1975; S.L.; AM. INST. MIN. METALL. PET. ENG.; DA. 1975; VOL. 2; PP. 313-314; BIBL. 3 REF.Conference Paper

THE EFFECTS OF VARIOUS PARAMETERS ON THE THERMAL STRESSES IN THE PIPE BENDS OF UNDERGROUND PIPELINES = EFFETS DE PARAMETRES VARIES SUR LES CONTRAINTES THERMIQUES DE COURBES DE CANALISATIONS DE PIPELINES SOUTERRAINSCAI QIANGKANG; LUE YINGMIN.1982; INTERNATIONAL MEETING ON PETROLEUM ENGINEERING/1982-03-19/BEIJING; USA; DALLAS: SOCIETY OF PETROLEUM ENGINEERING; DA. 1982; PP. 15-42; BIBL. 3 REF.Conference Paper

NON-STATIONNARY TEMPERATURE FIELD OF A SEMI LIMITED SOIL WITH A PIPEBENUSOVICH AS.1980; IZVEST. VYSSH. UCHEBN. ZAVED., NEFT GAZ; SUN; DA. 1980; VOL. 23; NO 5; PP. 72-76; BIBL. 3 REF.Article

STANDARDS OF SITE PRACTICE-IMPLICATIONS FOR INNOVATION IN THE DESIGN AND CONSTRUCTION OF BURIED PIPELINES.BODEN JB; FARRAR DM; YOUNG OC et al.1978; PIPES PIPELINES INTERNATION.; G.B.; DA. 1978; VOL. 23; NO 3; PP. 12-21 (7P.); BIBL. 6 REF.Article

AIR-POWERED "GOPHER" SAVES UTILITY TIME, MONEYTOLER G.1979; PIPE LINE INDUSTRY; USA; DA. 1979; VOL. 50; NO 2; PP. 55-56Article

DESIGN OF NON-PRESSURE, VERY FLEXIBLE BURIED PIPEPREVOST RC.1983; PIPES & PIPELINES INTERNATIONAL (1965); ISSN 0032-020X; GBR; DA. 1983; VOL. 28; NO 3; PP. 7-10Article

MOZNOSTI ZVYSENI EFEKTIVNOSTI PROVOZU KATODICKE OCHRANY ULOZNYCH POTRUBI = THE POSSIBILITIES TO INCREASE THE EFFECTIVENESS OF THE BURIED PIPELINE CATHODIC PROTECTION = POSSIBILITES D'AUGMENTER LA PROTECTION CATHODIQUE DES PIPELINES SOUTERRAINSVAVRINA J.1982; PLYN; ISSN 0032-1761; CSK; DA. 1982; VOL. 62; NO 8; PP. 239-242; ABS. RUS/GER/ENG; BIBL. 14 REF.Article

AN INTRICATE CONNECTION MADE UNDERGROUND IN CHARLESTOWNBATTISTON G.1980; PIPELINE GAS J.; USA; DA. 1980; VOL. 207; NO 3; PP. 66-68; ( 2P.)Article

STRESS ANALYSIS METHODS FOR UNDERGROUND PIPE LINES. II. SOIL-PIPE INTERACTION.LIANG CHAUN PENG.1978; PIPE LINE INDUSTRY; USA; DA. 1978; VOL. 47; NO 5; PP. 65-74; (5 P.); BIBL. 10 REF.Article

THE STORY OF OSCAR AND BIG AL.1976; CANAD. PETROLEUM; CANADA; DA. 1976; VOL. 17; NO 12; PP. 28-29Article

THE MODELING OF A THERMOSYPHON TYPE PERMAFROST PROTECTION DEVICE.REID RL; TENNANT JS; CHILDS KW et al.1975; J. HEAT TRANSFER; U.S.A.; DA. 1975; VOL. 97; NO 3; PP. 382-386; BIBL. 8 REF.Article

PIPELINE LATERAL STABILITY IN SOFT CLAY = STABILITE LATERALE DES PIPELINES DANS L'ARGILE MOUWANTLAND GM; O'NEILL MW; KALAJIAN EH et al.1982; J. PET. TECHNOL.; ISSN 0022-3522; USA; DA. 1982; VOL. 34; NO 1; PP. 217-220; BIBL. 9 REF.Article

LES REVETEMENTS DE TUBES PAR EMAUX A CHAUD = TUBE COATING WITH HOT ENAMELDAUTHEVILLE A.1980; INDUSTR. DU PETROLE; FRA; DA. 1980; VOL. 48; NO 521; PP. 41-43; 2 P.Article

EXPERIMENTATION CONTROL OF THERMAL BALANCE METHOD FOR COMPUTATION OF TRANSITORY STATES OF UNDERGROUND PIPESGARRIS NA; TUGUNOV PI; NOVOSELOV VF et al.1977; TRANSP. KHRAN. NEFTI NEFTEPROD.; S.S.S.R.; DA. 1977; NO 10; PP. 23-25; BIBL. 8 REF.Article

MERICI TECHNIKA PRO STANOVENI EFEKTIVNOSTI KATODICKE OCHRANY PODZEMNICH POTRUBI = THE MEASUREMENT TECHNIQUE USED TO DETERMINE THE BURIED PIPELINES CATHODIC PROTECTION EFFICIENCY = TECHNOLOGIE DE MESURE UTILISEE POUR DETERMINER L'EFFICACITE DE LA PROTECTION CATHODIQUE DES PIPELINES ENTERRESPOLAK J; MRAZEK J.1983; PLYN; ISSN 0032-1761; CSK; DA. 1983; VOL. 63; NO 3; PP. 68-74; ABS. RUS/GER/ENG; BIBL. 19 REF.Article

CORROSION OF BURIED PIPELINE UNDER EFFECT OF ELECTRICAL FIELD WITH INDUSTRIAL FREQUENCY = CORROSION DES PIPELINES ENTERRES SOUS L'EFFET D'UN CHAMP ELECTRIQUE DE FREQUENCE INDUSTRIELLEYIN KOHUA; TANH MINHUA; HSIONG CHIANGJIAN et al.1982; INTERNATIONAL MEETING ON PETROLEUM ENGINEERING/1982-03-19/BEIJING; USA; DALLAS: SOCIETY OF PETROLEUM ENGINEERING; DA. 1982; PP. 143-172; BIBL. 20 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

ACOUSTIC EMISSION DETECTS FLAWS IN BURIED PIPELINESMUNK WD; PARRY DL.1979; OIL GAS J.; USA; DA. 1979; VOL. 77; NO 34; PP. 132-142; (6 P.); BIBL. 4 REF.Article

ON HEAT LOSSES OF UNDERGROUND PIPES TAKING INTO ACCOUNT INSOLATIONDYACHUK RP; FURMAN AV.1978; IZVEST. VYSSH. UCHEBN. ZAVED., NEFT GAZ; SUN; DA. 1978; VOL. 21; NO 9; PP. 65-69; BIBL. 10 REF.Article

RADAR UNIT LOCATES BURIED PLASTIC AND METAL LINES.BIELAWA R; HOWE H.1977; PIPE LINE INDUSTRY; U.S.A.; DA. 1977; VOL. 46; NO 4; PP. 49-52 (2P.)Article

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

GRADIENTE TERMICO EM OLEODUTOS ENTERRADOS E ISOLADOS. = THERMAL GRADIENT OF UNDERGROUND AND INSULATED OIL PIPES = GRADIENT THERMIQUE DES OLEODUCS ENTERRES ET ISOLESMARTINS FERREIRA SM.1976; BOL. TEC. PETROBRAS.; BRAS.; DA. 1976; VOL. 19; NO 4; PP. 277-281; ABS. ANGL.; BIBL. 4 REF.Article