Some basic aspects of soil liquefaction during earthquakes = Quelques aspects fondamentaux de la liquéfaction des sols au cours des séismesDOBRY, R.Annals of the New York Academy of Sciences. 1989, Vol 558, pp 172-182, issn 0077-8923Article

SEISMIC FAILURES OF CHILEAN TAILINGS DAMS.DOBRY R; ALVAREZ L.1967; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1967(11), VOL. 93, NUM. 0006, P. 237 A 260Miscellaneous

SEISMIC FAILURES OF CHILEAN TAILINGS DAMS. DISCUSSION.DOBRY R; ALVAREZ L.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(11), VOL. 95, NUM. 0006, P. 1521 A 1526Miscellaneous

NON LINEAR BEHAVIOR OF SOFT CLAYS DURING CYCLIC LOADING = COMPORTEMENT NON LINEAIRE DES ARGILES MOLLES SOUS DES CHARGES CYCLIQUESIDRISS IM; DOBRY R; SINGH RD et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTGECH. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 12; PP. 1427-1447; BIBL. 28 REF.; 18 ILL.Article

DURATION CHARACTERISTICS OF HORIZONTAL COMPONENTS OF STRONG-MOTION EARTHQUAKE RECORDSDOBRY R; IDRISS IM; NG E et al.1978; BULL. SEISMOL. SOC. AMER.; USA; DA. 1978; VOL. 68; NO 5; PP. 1487-1520; BIBL. 3 P.Article

SOIL RESPONSE CONSIDERATIONS IN SEISMIC DESIGN OF OFFSHORE PLATFORMS.IDRISS IM; DOBRY R; POWER MS et al.1975; IN: PROC. 1975 OFFSHORE TECHNOL. CONF.; HOUSTON; S.L.; 1975, VOL. 3, P. 191 A 205Miscellaneous

COMMENT ON "DURATION CHARACTERISTICS OF HORIZONTAL COMPONENTS OF STRONG-MOTION EARTHQUAKE RECORDS" BY R. DOBRY, I.M. IDRISS AND E. NG, OCTOBER 1978SHAW DE; DOBRY R; IDRISS IM et al.1979; BULL. SEISMOL. SOC. AMER.; USA; DA. 1979; VOL. 69; NO 6; PP. 2125-2128; BIBL. 3 REF.Article

APPARENT PROPAGATION VELOCITY OF BODY WAVES = VITESSE DE PROPAGATION APPARENTE DES ONDES DE VOLUMEO'ROURKE MJ; BLOOM MC; DOBRY R et al.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 2; PP. 283-294; BIBL. 24 REF.; TABL./ILL.Article

BEHAVIOR OF SOFT CLAYS UNDER EARTHQUAKE LOADING CONDITIONS.IDRISS IM; DOBRY R; DOYLE EH et al.1976; IN: EIGHTH ANNU. OFFSHORE TECHNOL. CONF. PROC.; HOUSTON; 1976; DALLAS; OFFSHORE TECHNOL. CONF.; DA. 1976; VOL. 3; PP. 605-616; 10 ILL.Conference Paper

NONLINEAR SEISMIC RESPONSE OF SOFT CLAY SITES = REPONSE SISMIQUE NON LINEAIRE DE SOLS D'ARGILE SENSIBLESINGH RD; DOBRY R; DOYLE EH et al.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO GT9; PP. 1201-1218; BIBL. 25 REF.Article

Seismic response of shallow foundation on liquefiable sandLIU, L; DOBRY, R.Journal of geotechnical and geoenvironmental engineering. 1997, Vol 123, Num 6, pp 557-567, issn 1090-0241Article

Residual strength and large-deformation potential of loose silty sandsBAZIAR, M. H; DOBRY, R.Journal of geotechnical engineering. 1995, Vol 121, Num 12, pp 896-906, issn 0733-9410Article

Seismic settlements and pore pressures of shallow foundationsLIU, L; DOBRY, R.International conference centrifuge 94. 1994, pp 227-232Conference Paper

A non-linear numerical model for soil mechanicsNG, T.-T; DOBRY, R.International journal for numerical and analytical methods in geomechanics. 1992, Vol 16, Num 4, pp 247-263, issn 0363-9061Article

Micromechanical model to predict sand densification by cyclic straining = Modèle micromécanique pour la prévision de densification de sables par la déformation cycliqueDOBRY, R; PETRAKIS, E.Journal of engineering mechanics. 1990, Vol 116, Num 2, pp 288-308, issn 0733-9399, 21 p.Article

Undrained monotonic and cyclic triaxial strength of sand = Résistance triaxiale cyclique et monotonique de sable non drainéRAMLI MOHAMAD; DOBRY, R.Journal of geotechnical engineering. 1986, Vol 112, Num 10, pp 941-958, issn 0733-9410Article

Horizontal response of piles in layered soils = Réponse horizontale de pieux dans un sol multicouchesGAZETAS, G; DOBRY, R.Journal of geotechnical engineering. 1984, Vol 110, Num 1, pp 20-40, issn 0733-9410Article

HORIZONTAL STIFFNESS AND DAMPING OF SINGLE PILES = RIGIDITE HORIZONTALE ET AMORTISSEMENT DES PIEUX ISOLESDOBRY R; VICENTE E; O'ROURKE MJ et al.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT3; PP. 439-459; BIBL. 31 REF.Article

PREDICTIONS OF PORE WATER PRESSURE BUILDUP AND LIQUEFACTION OF SANDS DURING EARTHQUAKES BY THE CYCLIC STRAIN METHOD = PREVISION DE L'AMORCAGE DE LA PRESSION INTERSTITIELLE ET DE LA LIQUEFACTION DES SABLES DURANT UN SEISME PAR LA METHODE DE DEFORMATION CYCLIQUEDOBRY R; LADD RS; YOKEL FY et al.1982; BUILD. SCI. SER., NATL. BUR. STAND.; ISSN 0083-1794; USA; DA. 1982; NO 138; 168 P.; BIBL. 8 P.Article

Degradation of marine clays under cyclic loading = Dégradation d'argiles marines par charge cycliqueVUCETIC, M; DOBRY, R.Journal of geotechnical engineering. 1988, Vol 114, Num 2, pp 133-149, issn 0733-9410Article

Settlement of cohesionless soils due to piling vibrations = Tassement de sols non cohérents dû aux vibrations induites par le fonçage de pieuxRAMLI MOHAMAD; DOBRY, R.Southeast Asian geotechnical conference. 9. 1987, pp 23-30Conference Paper

Discussion on «Effect of static shear on resistance to liquefaction» = Discussion sur «Effet d'une contrainte statique sur la résistance à la liquéfaction»MOHAMAD, R; DOBRY, R.Soils and foundations. 1983, Vol 23, Num 4, pp 139-143, issn 0038-0806Article

Discussion leader's presentationDOBRY, R.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2175-2176, isbn 90-5410-891-6Conference Paper

Pore pressure development during non-uniform cyclic loading. Discussion and reply = Développement de la pression interstitielle au-cours de mise en charge cyclique non uniforme. Discussion et réponseDOBRY, R; JAW NAN WANG; KAVAZANJIAN, E. JR et al.Soils and foundations. 1990, Vol 30, Num 4, pp 198-201, issn 0038-0806, 4 p.Article

Liquefaction flow failure evaluation of earth dams = Evaluation de la liquéfaction des barrages en terreMOHAMAD, R; DAKOULAS, P; GAZETAS, G et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1865-1868Conference Paper