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

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

MAJOR DAMS OF THE WORLD-1983MERMEL TW.1983; INTERNATIONAL WATER POWER AND DAM CONSTRUCTION; ISSN 0306-400X; GBR; DA. 1983; VOL. 35; NO 8; PP. 43-49Article

PROGNOZA VPLYVU VODNEHO DIELA GABCIKOVO NA LESNE HOSPODARSTVO = PREVISION DE L'INFLUENCE DE LA CONSTRUCTION DU BARRAGE DE GABCIKOVO SUR LA FORETCIFRA J.1983; LESNICKY CASOPIS; ISSN 0323-1046; CSK; DA. 1983; VOL. 29; NO 2; PP. 137-152; ABS. RUS/ENG/GER; BIBL. 3 REF.Article

ENGINEER'S LIABILITY IN DAM INSPECTIONS = RESPONSABILITE DE L'INGENIEUR DANS LES INSPECTIONS DE BARRAGED'APPOLONIA E; SHAW DE; EREL B et al.1982; STRUCTURAL SAFETY; ISSN 512478; NLD; DA. 1982; VOL. 1; NO 1; PP. 27-51Article

STORAGE PROCESSES WITH GENERAL RELEASE RULE AND ADDITIVE INPUTSBROCKWELL PJ; RESNICK SI; TWEEDIE RL et al.1982; ADV. APPL. PROBAB.; ISSN 0001-8678; GBR; DA. 1982; VOL. 14; NO 2; PP. 392-433; BIBL. 21 REF.Article

COUPLING METHODS AND THE STORAGE EQUATIONKENDALL WS.1983; JOURNAL OF APPLIED PROBABILITY; ISSN 0021-9002; GBR; DA. 1983; VOL. 20; NO 2; PP. 436-441; BIBL. 5 REF.Article

SAFETY MONITORING OF CONCRETE DAMS = CONTROLE DE SECURITE DE BARRAGE EN BETONFANELLI M; GIUSEPPETTI G.1982; INT. WATER POWER DAM CONTR.; ISSN 0306-400X; GBR; DA. 1982; VOL. 34; NO 11; PP. 31-33; BIBL. 11 REF.Article

PERSPECTIVES DE DEVELOPPEMENT DE LA CONSTRUCTION HYDROENERGETIQUEMIKHAJLOV LP.1982; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1982; NO 3; PP. 100-106Article

THE STREAMBANK EROSION CONTROL EVALUATION AND DEMONSTRATION ACT OF 1974, SECTION 32, PUBLIC LAW 93-251; APPENDIX E, MISSOURI RIVER DEMONSTRATION PROJECTS; VOLUME 1 = LOI DE 1974 SUR LE CONTROLE, L'APPRECIATION ET LA MISE EN EVIDENCE DE L'EROSION DES RIVES, CHAPITRE 32, DROIT PUBLIC 93-251; ANNEXE E, PROJETS DE MISE EN EVIDENCE DANS LA VALLEE DU MISSOURI; VOLUME 11982; ; USA; DA. 1982-12; VARIOUSLY PAGINATED; ILL.Report