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PERMANENT DEFORMATIONS OF EARTH DAMS UNDER EARTHQUAKES = DEFORMATIONS PERMANENTES DES BARRAGES EN TERRESHIEH WILLIAM YJ; HUANG RODNEY J; PRAKASH SHAMSHER ED et al.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. I; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 453-458; BIBL. 8 REF.; 3 TAB. ; ILL.Conference Paper

PIPING POTENTIAL OF WEAK ZONES UNDER CONCRETE DAMSSCOTT GREGG A.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-03; VOL. 108; NO GT3; PP. 488-493; BIBL. 5 REF.; 1 TAB. ; ILL.Article

PERMEABILITY AND PIPING IN FRACTURED ROCKS = PERMEABILITE ET CANALISATIONS DANS LES ROCHES FRACTUREESFETZER CLAUDE A; BARRON REGINALD A; GOODMAN RICHARD E et al.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981-07; VOL. 107; NO GT7; PP. 1011-1013; BIBL. 3 REF.Article

DESIGN OF SMALL DAMS.sdWASHINGTON U.S. GOV. PRINT. OFF.; (WATER RESOUR. TECH. PUBL),1974, P. 1 A 854Book

Alternative DRM formulationsWANG, K; MATTHEIJ, R. M. M; TER MORSCHE, H. G et al.Engineering analysis with boundary elements. 2003, Vol 27, Num 2, pp 175-181, issn 0955-7997, 7 p.Article

SEISMIC DEFORMATION OF DAMS BY CORRRELATIVE METHODS = DEFORMATION SEISMIQUE DES BARRAGES PAR LES METHODES DE CORRELATIONLIN YK; RODDA KV; PERRY CW et al.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. I; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 425-430; BIBL. 10 REF.; 4 TAB. ; ILL.Conference Paper

DESIGN OF FILTERS FOR CLAY CORES OF DAMS = LA CONCEPTION DE FILTRES POUR LES CAROTTES D'ARGILE DES BARRAGESVAUGHAN PETER R; SOARES HERMUSIA F.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-01; VOL. 108; NO GT1; PP. 17-31; BIBL. 18 REF.; ILL.Article

ROCK GROUTING AT WIMBLEBALL DAM = INJECTION DE COULIS DANS LES ROCHES AU BARRAGE DE WIMBLEBALL DAMBRUCE DA; GEORGE CRF.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 4; PP. 323-348; BIBL. 19 REF.Article

NOTE DI AGGIORNAMENTO SU ALCUNI TEMI DI PROGETTO DELLE DIGHE DI MATERIALI SCIOLTI. = NOTES DE MISE A JOUR SUR QUELQUES THEMES DE CALCUL DES BARRAGES EN TERRE ET EN ENROCHEMENTARREDI F.1975; IDROTECNICA; ITAL.; 1975, NUM. 0001, P. 19 A 32Serial Issue

ASPHALTIC CONCRETE MEMBRANES IN EMBANKMENT DAMS = MASQUE EN BETON D'ASPHALTE DANS LES BARRAGES EN REMBLAISBUNN RA.1983; INTERNATIONAL WATER POWER AND DAM CONSTRUCTION; ISSN 0306-400X; GBR; DA. 1983; VOL. 35; NO 1; PP. 22-24; BIBL. 4 REF.Article

RECONNAISSANCE DE DEUX SITES DE BARRAGES DE COTE D'OR (GHANA).SEYCEK J.1969; GEOL. PRUZK.; CSK; 1969, NUM. 0011, P. 337 A 341Miscellaneous

GENERAL PROCEDURE IN INVESTIGATION,DESIGN AND CONTROL DURING CONSTRUCTION OF EARTH- AND ROCK FILL DAMS IN NORWAY.KJOERNSLI B.1968; NORGES GEOTEK. INST., PUBL.; NOR; 1968, NUM. 0080, P. 1 A 20Miscellaneous

EMBANKMENT DAMS WITH POLYETHYLENE AND STEEL MEMBRANES = BARRAGES EN REMBLAI AVEC MASQUE DE POLYETHYLENE ET ACIERGLEBOV VD; KUZNETSOV VS.1983; INTERNATIONAL WATER POWER AND DAM CONSTRUCTION; ISSN 0306-400X; GBR; DA. 1983; VOL. 35; NO 1; PP. 25-28; BIBL. 3 REF.Article

LA FISSURATION DES NOYAUX DES BARRAGES EN ENROCHEMENTS, OU EN ALLUVIONS.BIAREZ J; BORDES JL; LONDE P et al.1970; 10EME CONGR. INTERNAT. GRANDS BARRAGES.; 1970, VOL. 1, NUM. 0036, P. 27 A 47Miscellaneous

SOLUTION ADOPTEE POUR UN BARRAGE FONDE EN PARTIE SUR UNE COUCHE D'ALLUVIONS DE GRANDE EPAISSEUR.LOPEZ R.1970; 10EME CONGR. INTERNAT. GRANDS BARRAGES.; 1970, VOL. 2, NUM. 0037, P. 967 A 978Miscellaneous

SUBMERGED DAM ON LAKE KEMI.ARHIPPAINEN E.1970; 10EME CONGR. INTERNAT. GRANDS BARRAGES.; 1970, VOL. 1, NUM. 0036, P. 95 A 110Miscellaneous

EFFECT OF STEEPNESS OF ROCKY CANYONS SLOPES ON CRACKING OF CLAY CORES OF ROCK-AND-EARTHFILL DAMS.DOLEZALOVA M.1970; 10EME CONGR. INTERNAT. GRANDS BARRAGES.; 1970, VOL. 1, NUM. 0036, P. 215 A 224Miscellaneous

FOUNDATION TREATMENT FOR UNDERSEEPAGE CONTROL AT TARBELA DAM PROJECT.NAWAZ S; KHAN SK; ALI NAQVI S et al.1970; 10EME CONGR. INTERNAT. GRANDS BARRAGES.; 1970, VOL. 2, NUM. 0037, P. 1167 A 1193Miscellaneous

THE NEW EARTHQUAKE RESISTANT DESIGN METHOD OF ROCKFILL DAMS WITH IMPREVIOUS FACING.NAKAZIMA Y; YAMASHITA S.1970; 10EME CONGR. INTERNAT. GRANDS BARRAGES.; 1970, VOL. 1, NUM. 0036, P. 111 A 135Miscellaneous

Electrospun mesoporous molecular sieve fibersMADHUGIRI, Sudha; WEILIE ZHOU; FERRARIS, John P et al.Microporous and mesoporous materials. 2003, Vol 63, Num 1-3, pp 75-84, issn 1387-1811, 10 p.Article

TETON DAM COLLAPSE: WAS IT A PREDICTABLE DISASTER.BOFFEY PM.1976; SCIENCE; U.S.A.; 1976, VOL. 193, NUM. 4247, P. 30 A 32Serial Issue

CONTRIBUTIONS TO THE SEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, MEXICO 1969.1971; SWED. GEOTECH. INST., REPR. PRELIMIN. REP; SWE; 1971, NUM. 0042Miscellaneous

INITIAL BEHAVIOUR OF SCAMMONDEN DAM.PENMAN ADM; MITCHELL PB.1970; 10EME CONGR. INTERNAT. GRANDS BARRAGES.; 1970, VOL. 1, NUM. 0036, P. 703 A 722Miscellaneous

A CLASS OF DISTRIBUTIONS IN THE FIRST EMPTINESS OF A SEMI-INFINITE RESERVOIRKHAN MSH; JAIN JC.1978; BIOMETR. J.; DDR; DA. 1978; VOL. 20; NO 3; PP. 243-251; BIBL. 9 REF.Article

MCGUIRE NUCLEAR STATION, UNITS 1 AND 21972; DOCKET-50369-32 A DOCKET-50369-34; U.S.A.; DA. 1972; PP. (8 P.); MICROFICHEReport

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