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ETUDE DE L'ETAT DE CONTRAINTE ET DE LA RESISTANCE A L'INFILTRATION DU SOL A SA JONCTION AVEC UNE FONDATION RIGIDE NON UNIFORMEULICHKIN GM.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 1; PP. 99-104; BIBL. 8 REF.Article

BASE SCIENTIFIQUE DU PROJET ET DE LA CONSTRUCTION DE HAUTS BARRAGESVASIL'EV PI; IVANOV PL; MOZHEVITINOV AL et al.1974; TRUDY L.P.I., LENINGRAD; S.S.S.R.; DA. 1974; NO 339; PP. 26-30; BIBL. 16 REF.Article

EFFEKTIVE KONSTRUKTIVE GESTALTUNG VON STAUDAMMBAUWERKEN IN DER DDR = CONSTRUCTION EFFECTIVE DE BARRAGE EN REPUBLIQUE DEMOCRATIQUE D'ALLEMAGNELUDWIG M; GUTHER H; STEINBACH B et al.1974; WASSERWIRTSCH.-WASSERTECH.; DTSCH.; DA. 1974; VOL. 24; NO 10; PP. 353-358; BIBL. 19 REF.Article

AGUADA BLANCA ROCKFILL DAM WITH METAL FACINGSEMBENELLI P; FAGIOLO M.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 1; PP. 31-51; BIBL. 6 REF.Article

THE STABILITY OF EARTH AND ROCKFILL DAMS, ANALYSIS BY A MODIFIED METHOD OF SLICES = STABILITE DES BARRAGES DE TERRE ET EN ENROCHEMENT. ANALYSE PAR UNE METHODE DES TRANCHES MODIFIEEHUSSEY BF.1974; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1974; VOL. 16; NO 1; PP. 56-57Article

THE RIVER LAR MULTIPURPOSE PROJECT IN IRAN. IMARWICK R; GERMOND JP.1975; WAT. POWER; G.B.; DA. 1975; VOL. 27; NO 4; PP. 133-141Article

ANALYSE DE L'ETAT DES CONTRAINTES DANS DES BARRAGES EN ENROCHEMENT AVEC NOYAU VERTICAL EN ARGILEPAPAZCHEV I.1975; TEKH. MISAL; BALG.; DA. 1975; VOL. 12; NO 3; PP. 41-47; ABS. RUSSE ALLEM. ANGL.; BIBL. 10 REF.Article

KRITERIEN FUER DEN ZULAESSIGEN SPEZIFISCHEN ABFLUSS UEBER BREITE BLOCKSTEINRAMPEN = CRITERES POUR UN DEBIT SPECIFIQUE SUR UN LARGE SEUIL EN ENROCHEMENTPLATZER G.1982; OESTERR. WASSERWIRTSCH.; ISSN 0029-9588; AUT; DA. 1982; VOL. 34; NO 5-6; PP. 137-147; ABS. ENG; BIBL. 5 REF.Article

FOUNDATION TREATMENT FOR THE GATHRIGHT DAM.BROWMAN JC; ANDERSON CS.1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 6; PP. 38-42Article

WOVEN PLASTIC CLOTH FILTERS FOR STONE SEAWALLS = FILTRES EN TISSU PLASTIQUE ONDULE POUR ENROCHEMENT DE DIGUESDUNHAM JW; BARRETT RJ.1974; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 1; PP. 13-22; BIBL. 5 REF.Article

DESIGN AND CONSTRUCTION FEATURES OF RAMGANGA BARRAGE = CARACTERISTIQUES DE CONCEPTION ET DE CONSTRUCTION DU BARRAGE DE RAMGANGAGOYAL KC; GUPTA OP.1972; J. INST. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1972; VOL. 53; NO 1; PP. 15-23Serial Issue

PRESA LA ESMERALDA. = BARRAGE "LA ESRMERALDA"SIERRA JM; BUENDIA MJ.1975; IN: CONGR. PANAM. MEC. SUELOS ING. FUND. 5; BUENOS AIRES; 1975; BUENOS AIRES; SOC. ARGENT. MEC. SUELOS; DA. 1975; VOL. 2; PP. 277-293; ABS. ANGL.; BIBL. 3 REF.Conference Paper

PROPIEDADES MECANICAS DE MEZCLAS DE SUELO-ENROCAMIENTO. = PROPRIETE MECANIQUE DES MELANGES DE SOL-ENROCHEMENTMARSAL RJ; FUENTES DE LA ROSA A.1977; RECURS. HIDRAUL.; MEX.; DA. 1977; VOL. 6; NO 1; PP. 57-70; ABS. FR. ANGL.; BIBL. 7 REF.Article

TEHRI ROCKFILL DAMLAVANIA BVK.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 9; PP. 963-976; BIBL. 12REF.Article

Le barrage de Grand'MaisonTOURNERY, J. F.Travaux (Paris). 1984, Num 586, pp 81-83, issn 0041-1906Article

SHEAR STRENGTH OF ROCKFILL = RESISTANCE AU CISAILLEMENT DE L'ENROCHEMENTBARTON N; KJAERNSLI B.1981; PUBL.-NOR. GEOTEK. INST.; ISSN 0078-1193; NOR; DA. 1981; NO 136; 19 P.; BIBL. 27 REF.Article

DER BAUZUSTAND HOHER STAUDAEMME. = NATURE DE LA CONSTRUCTION DES HAUTS BARRAGESBRETH H; HARDT G.1977; WASSERWIRTSCHAFT; DTSCH.; DA. 1977; VOL. 67; NO 1; PP. 6-11; ABS. ANGL.; BIBL. 3 REF.Article

HYDRAULICS OF OVERFLOW ROCKFILL DAMS = HYDAULIQUES DES BARRAGES DEVERSOIRS EN ENROCHEMENTMARTINS R.1981; MEM.-LAB. NAC. ENG. CIV. (LISB.); ISSN 0369-1179; PRT; DA. 1981; NO 559; 15 P.; ABS. PORSerial Issue

SHEAR STRENGTH OF GRANULAR SOILS AND ITS PREDICTION BY MODELLING TECHNIQUES = RESISTANCE AU CISAILLEMENT DE SOLS GRANULAIRES ET SA PREVISION PAR DES TECHNIQUES DE SIMULATIONRATHEE RK.1981; J. INST. ENG., INDIA CH; ISSN 0020-3351; IND; DA. 1981; VOL. 62; NO 2; PP. 64-70; BIBL. 20 REF.Article

SHEAR STRENGTH OF ROCKFILL = RESISTANCE AU CISAILLEMENT DES ENROCHEMENTSBARTON N; KJAERNSLI B.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT7; PP. 873-891; BIBL. 27 REF.Article

PRESA LA ESMERALDA ENROCAMIENTOS. = BARRAGE "LA ESRMERALDA" ENROCHEMENTAMAYA REY F.1975; IN: CONGR. PANAM. MEC. SUELOS ING. FUND. 5: BUENOS AIRES; 1975; BUENOS AIRES; SOC. ARGENT. MEC SUELOS; DA. 1975; VOL. 2; PP. 295-310; ABS. ANGL.; BIBL. 10 REF.Conference Paper

APPLICATION OF THE NATM TO THE UNDERGROUND WORKS AT TARBELARABCEWICZ LV; GOLSER J.1974; WAT. POWER; G.B.; DA. 1974; VOL. 26; NO 9; PP. 314-321Article

PONTABANGAN: HOM-BUILT DAM IN THE PHILIPPINES1976; WAT. POWER DAM CONSTR.; G.B.; DA. 1976; VOL. 28; NO 5; PP. 33-34Article

DAM DESIGN IN FRENCH PRACTICE. ILONDE P.1975; WAT. POWER DAM CONSTR.; G.B.; DA. 1975; VOL. 27; NO 10; PP. 346-355Serial Issue

ASPECTS OF DESIGN AND CONSTRUCTION OF THE WINSCAR DAM = ASPECT DU CALCUL ET DE LA CONSTRUCTION DU BARRAGE WINSCARGUDGE HJ.1975; WAT. POWER; G.B.; DA. 1975; VOL. 27; NO 5; PP. 167-172Article

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