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CONCRETOS MASIVOS DE BAJA RESISTENCIA CON AGREGADOS SIN CLASIFICAR. = BETONS MASSIFS DE FAIBLE RESISTANCE AVEC GRANULATS NON CLASSIFIESMAZA ALVAREZ JA; OROZCO Y OROZCO C.1976; RECURS. HIDRAUL.; MEX.; DA. 1976; VOL. 5; NO 1; PP. 42-53; ABS. FR. ANGL.Article

ITAIPU - BAUWERK UND AUSFUEHRUNG = LE BARRAGE D'ITAIPU - L'OUVRAGE ET SA CONSTRUCTIONKUEHN G.1979; V.D.I. BER.; DEU; DA. 1979; NO 350; PP. 117-137Article

SHIH-KANG DAM MULTI-PURPOSE DEVELOPMENT PROJECT.CHIN MIH W.1976; IN: RIVERS 76. SYMP. INL. WATERW. FOR NAVIG. FLOOD CONTROL WATER DIVERSIONS. ANNU. SYMP. 3; FORT COLLINS, COLO.; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 2; PP. 1630-1646Conference Paper

DAMS, DAM FOUNDATIONS, AND RESERVOIR SITESWAHLSTROM EE.1974; DEVELOP. GEOTECH. ENGNG; NETHERL.; DA. 1974; VOL. 6; PP. (290 P.); BIBL. DISSEM.Article

TVA CUTS DEEP SLOT IN DAM, ENDS CRACKING PROBLEM.ABRAHAM TJ; SLOAN RC.1978; CIV. ENGNG; U.S.A.; DA. 1978; VOL. 48; NO 1; PP. 67-70Article

STABILITE AU CISAILLEMENT AVEC ROTATION DES OUVRAGES MASSIFSMOZHEVITINOV AL; KUZ'MIN SA; POPOV AF et al.1974; TRUDY L.P.I., LENINGRAD; S.S.S.R.; DA. 1974; NO NO 338; PP. 7-14Article

A PROBABILISTIC CONTRIBUTION TO THE SAFETY ANALYSIS OF THICK ARCH. GRAVITY CONCRETE DAMSBERIO A; VIVANET C.sdIN: STRUCT. BETON SOUMISES CONTRAINTES TRIAXIALES. SEMIN.; BERGAME; 1974; ZUERICH; ASSOC. INT. PONTS CHARPENTES; DA. S. D; PP. (20P.); ABS. FR. ALLEM.; BIBL. 2P.Conference Paper

RAISED GURI OFFERS VENEZUELA BASE FOR ENERGY GROWTH = LA SURELEVATION DU BARRAGE DU GURI OFFRE AU VENEZUELA UNE BASE POUR LA CROISSANCE ENERGETIQUEHASEN H.1975; ENERGY INTERNATION.; U.S.A.; DA. 1975; VOL. 12; NO 9; PP. 17-20Article

STRESSES IN THE LAYERED HALF PLANE BELOW A GRAVITY DAMVARSHNEY RS.1975; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1975; VOL. 12; NO 5-6; PP. 159-166; BIBL. 22 REF.Article

TECHNIQUES TO EVALUATE EFFECTS OF INTERNAL TEMPERATURES IN MASS CONCRETEFANELLI M; GIUSEPPETTI G.1975; WAT. POWER DAM CONSTR.; G.B.; DA. 1975; VOL. 27; NO 6-7; PP. 226-230; BIBL. DISSEM.Article

ASEISMIC STRENGTH OF KOLKEWADI DAMSAINI SS; JAI KRISHNA; CHANDRASEKARAN AR et al.1973; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1973; VOL. 1; NO 3; PP. 225-240; BIBL. 14 REF.Serial Issue

ZKUSENOSTI Z PROVOZU ZEMNICH STROJU NA VODNIM DILE DALESICE = EXPERIENCE D'UTILISATION DE MACHINE DE TERRASSEMENT AU BARRAGE DALESICEHACEK P.1976; MECHANIZACE; CESKOSL.; DA. 1976; VOL. 24; NO 4; PP. 49-54; ABS. RUSSE ANGL. ALLEM.Article

APPLICATION DE L'ANALOGIE DE LA PLAQUE A L'ETUDE EXPERIMENTALE DE L'ETAT DES CONTRAINTES THERMIQUES D'OUVRAGESTIMOFEEV NM.1974; TRUDY L.P.I., LENINGRAD; S.S.S.R.; DA. 1974; NO NO 338; PP. 42-48; BIBL. 3 REF.Article

SURVEILLANCE ET AUSCULTATION DES BARRAGES EN SUISSEMIKUCKI Z.1974; GOSPOD. WODNA; POLSKA; DA. 1974; VOL. 34; NO 8-9; PP. 340-347; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

PROBLEMS OF THERMALLY INDUCED CRACKS1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 4; PP. 72-73Article

REDISTRIBUTION DES CONTRAINTES DANS LA FONDATION D'UN BARRAGE POIDSBARSAN E.1976; BUL. INST. POLITEH. IASI, 5; ROMAN.; DA. 1976; VOL. 22; NO 3-4; PP. 31-35; ABS. ANGL.; BIBL. 4 REF.Article

STRESS ANALYSIS OF PRESTRESSED DAMS BY THE CENTRIFUGAL PHOTOELASTIC METHODDOROSZKIEWICZ RS; RYMASZEWSKI MP.1975; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1975; VOL. 23; NO 8; PP. 65-69; H.T. 2; ABS. RUSSE; BIBL. 4REF.Article

ETUDE PAR POLARISATION OPTIQUE DES BARRAGES PRECONTRAINTSDOROSZKIEWICZ R; RYMASZEWSKI G.1973; ARCH. HYDROTECH.; POLSKA; DA. 1973; VOL. 20; NO 4; PP. 461-478; ABS. RUSSE ANGL.; BIBL. 5 REF.Article

EXCAVATION DU BARRAGE EN BETON PAR L'UTILISATION DE POUDRE POUR LA RUPTURE DU BETONNISHIDA T; HAIKAWA T.1977; J. INDUSTR. EXPLOR. SOC. JAP.; JAP.; DA. 1977; VOL. 38; NO 1; PP. 24-29; ABS. ANGL.Article

RESULTS OF THERMOCOUPLE STUDY IN MASS CONCRETE IN THE UPPER TAMAR DAM.DUNSTAN MRH; MITCHELL PB.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976; VOL. 60; PP. 27-52; BIBL. 21REF.Article

METHODE DE CALCUL DYNAMIQUE DES BARRAGES A FENTES HORIZONTALESTUROV VP.1976; GIDROMEKHANIKA, U.S.S.R.; S.S.S.R.; DA. 1976; NO 33; PP. 97-101; BIBL. 2 REF.Article

OPTIMUM PROFILES OF GRAVITY DAMS = PROFIL OPTIMAL DES BARRAGES POIDSJOSHI CS.1982; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1982; VOL. 34; NO 9; PP. 35-36; BIBL. 1 REF.Article

DIE GEWICHTSMAUER IM TALSPERRENBAU = LE BARRAGE-POIDS DANS LA CONSTRUCTION DES BARRAGES DE VALLEEVOGEL A.1982; OEIAZ; ISSN 0721-9415; AUT; DA. 1982; VOL. 127; NO 11; PP. 385-392; BIBL. 11 REF.Article

COMPARISON OF ANALYTICAL AND EXPERIMENTAL RESULTS IN THE DESIGN OF A HOLLOW GRAVITY DAMZIENKIEWICZ OZ; CHEUNG YK; ALVARES RIBEIRO A et al.1975; LAB. NACION. ENGRIA CIV., MEM.; PORTUG.; DA. 1975; NO 466; PP. 1-21; ABS. PORT. FR.; BIBL. 14REF.Serial Issue

BARRAGES A FONDATION EVASEE POUR L'AMENAGEMENT DES EAUX TORRENTIELLESGASPAR R.1973; AN. INST. STUD. CERC. IMBUNAT. FUNCIARE; ROMAN.; DA. 1973; VOL. 3; PP. 169-184; ABS. ANGL. FR. RUSSE; BIBL. 3 REF.Article

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