EFESYS, AN ENGINEERING FINITE ELEMENT SYSTEMDUNGAR R.1979; ENGINEERING SOFTWARE. INTERNATIONAL CONFERENCE AND EXHIBITION ON ENGINEERING SOFTWARE. 1/1979/SOUTHAMPTON; GBR; LONDON: PENTECH PRESS/PLYMOUTH: PENTECH PRESS; DA. 1979; PP. 94-119; BIBL. 11 REF.Conference Paper

A SEISMIC DESIGN CONSIDERATIONS FOR A LARGE ARCH DAM = CONSIDERATIONS DU CALCUL PARASISMIQUE POUR UN GRAND BARRAGE VOUTEDUNGAR R.1981; DAMS AND EARTHQUAKE. CONFERENCE/1980/LONDON; GBR; LONDON: THOMAS TELFORD; DA. 1981; PP. 37-44; BIBL. 12 REF.Conference Paper

SOME CASE HISTORIES OF COMPUTER APPLICATIONS TO FOUNDATIONS.HAWS ET; FURLEY AE; DUNGAR R et al.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 253-257; BIBL. 10 REF.Conference Paper

Observed and computer-simulated movements in the 157 m high Zervreila arch dam : 2-Creep and plasticity of mass concrete = Détermination par observation et simulation automatique des déplacements dans le barrage-voûte de 157 m de hauteur de Zervreil : 2 - Fluage et plasticité du béton de masseDUNGAR, R.International workshop on arch dams. 1990, pp 462-472Conference Paper

ENDOCHRONIC-CRITICAL STATE MODELS FOR SAND = MODELES ENDOCHRONIQUES D'ETAT CRITIQUE DE SABLESDUNGAR R; NUH S.1980; PROC. AM. SOC. CIV. ENG., J. ENG. MECH. DIV.; ISSN 0044-7951; USA; DA. 1980; VOL. 106; NO 5; PP. 951-968; BIBL. 22 REF.; ILL.Article

EVALUATION OF FINITE ELEMENT PREDICTIONS FOR CONSTRUCTIONAL BEHAVIOUR OF A ROCKFILL DAM = PREVISION PAR ELEMENTS FINIS DU COMPORTEMENT D'UN BARRAGE EN ENROCHEMENTCATHIE DN; DUNGAR R.1978; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1978-09; VOL. 65; PP. 551-568; BIBL. 22 REF.Article

Interactive shaping method used for the 226 m El Cajon arch dam = Méthode intéractive de conception de forme utilisée pour le barrage-voûte de 226 m d'El CajonDUNGAR, R.International workshop on arch dams. 1990, pp 155-163Conference Paper

Evaluating pore pressures in embankment dams = Estimation des pressions interstitielles dans les barrages en terreDUNGAR, R.International water power & dam construction. 1988, Vol 40, Num 1, pp 26-29, issn 0306-400XArticle

Linear analysis of statically and dynamically loaded geomechanical structures = Analyse linéaire des structures géomécaniques chargées statiquement et dynamiquementDUNGAR, R.Geomechanical modelling in engineering practice. 1986, pp 47-63Book Chapter

ENDOCHRONIC-CRITICAL STATE MODELS FOR SAND = MODELES ENDOCHRONIQUES D'ETAT CRITIQUE DE SABLESDUNGAR R; NUH S.1980; PROC. AM. SOC. CIV. ENG., J. ENG. MECH. DIV.; ISSN 0044-7951; USA; DA. 1980; VOL. 106; NO 5; PP. 951-968; BIBL. 22 REF.Article

Linear and non-linear modelling of geomechanical media = Modélisation linéaire et non linéaire des milieux géomécaniquesDUNGAR, R.Geomechanical modelling in engineering practice. 1986, pp 3-46Book Chapter

THE DYNAMIC RESPONSE OF GRAVITY PLATFORMS.DUNGAR R; ELDRED PJL.1978; EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1978; VOL. 6; NO 2; PP. 123-138; BIBL. 20 REF.Article

DYNAMIC ANALYSIS FOR GRAVITY PLATFORM FOUNDATIONS.DUNGAR R; ELDRED PJL; HAWS ET et al.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 2; PP. 213-216; BIBL. 9 REF.; 5 ILL.Conference Paper

NUMERICAL MODELS IN GEOMECHANICS, INTERNATIONAL SYMPOSIUM. 1982. ZURICH = LES MODELES NUMERIQUES EN GEOMECANIQUE, SYMPOSIUM INTERNATIONAL. 1982. ZURICHDUNGAR R ED; PANDE GN ED; STUDER JA ED et al.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; 830 P.; 25 CM; BIBL. DISSEM.; ISBN 90-6191-225-3; 73 TAB. ; TABL./ILL./COUPE GEOL.Conference Proceedings

PAPERS: NUMERICAL MODELS IN GEOMECHANICS/INTERNATIONAL SYMPOSIUM ON NUMERICAL MODELS IN GEOMECHANICS, ZUERICH, SEPTEMBER 13-17, 1982 = COMMUNICATIONS PRESENTEES AU SYMPOSIUM INTERNATIONAL SUR LES MODELES NUMERIQUES EN GEOMECANIQUE QUI S'EST TENU A ZUERICH DU 13 AU 17 SEPTEMBRE 1982DUNGAR R ED; PANDE GN ED; STUDER JA ED et al.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982-09-13/ZUERICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; 380 P.; 25 CM; ISBN 90-6191-225-3Conference Proceedings

Geomechanical modelling in engineering practiceStuder, J. A; Dungar, R.1986, 400 p., isbn 90-6191-518-XBook

VIBRATION TESTS ON EMOSSON ARCH DAM, SWITZERLAND = ESSAIS DE VIBRATION DU BARRAGE VOUTE D'EMOSSON, SUISSEDEINUM PJ; DUNGAR R; ELLIS BR et al.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 3; PP. 447-470; BIBL. 11 REF.Article