TIME-DEPENDANT DEFORMATION BEHAVIOR OF CLAY = DEFORMATION DE L'ARGILE EN FONCTION DU TEMPSKAVAZANJIAN E; MITCHELL JK.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 6; PP. 611-630; BIBL. 23 REF.; 20 ILL.Article

A GENERALIZED APPROACH TO THE PREDICTION OF THE STRESS-STRAIN-TIME BEHAVIOR OF SOFT CLAYKAVAZANJIAN E JR.1979; DISSERT. ABSTR. INTERNATION., B; USA; DA. 1979; VOL. 39; NO 9; PP. 4493-4494Article

Discussion : the occurrence of creep during consolidation = Discussion sur : la présence de fluage au cours de la consolidationKAVAZANJIAN, E.International conference on soil mechanics and foundation engineering. 11. 1988, 2625Conference Paper

Reduction factor for liquefaction potential analysis = Coefficient de réduction appliquée à l'analyse du potentiel de liquéfactionHO, C.L; KAVAZANJIAN, E. JR.Soil dynamics and earthquake engineering (1984). 1990, Vol 9, Num 6, pp 313-322, issn 0267-7261, 10 p.Article

Cyclic characterization of OII landfill solid wasteMATASOVIC, N; KAVAZANJIAN, E. JR.Journal of geotechnical and geoenvironmental engineering. 1998, Vol 124, Num 3, pp 197-210, issn 1090-0241Article

Pore pressure development during non-uniform cyclic loading = Evolution de la pression interstitielle au cours de chargement cyclique non uniformeWANG, J.N; KAVAZANJIAN, E. JR.Soils and foundations. 1989, Vol 29, Num 2, pp 1-14, issn 0038-0806Article

A creep-inclusive non-associative cam-clay plasticity model = Modèle de plasticité suivant la théorie Cam-Clay non associatif et prenant en compte le fluageKAVAZANJIAN, E; HSII-SHENG HSIEH.International conference on rheology and soil mechanics. 1988, pp 29-43Conference Paper

EFFECTIVE STRESS ANALYSIS OF SEISMIC STABILITY = ANALYSE DE LA CONTRAINTE EFFECTIVE DE LA STABILITE SEISMIQUEKAVAZANJIAN E JR; CHAMEAU JL; 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. 413-416; BIBL. 7 REF.; ILL.Conference Paper

ESTIMATING DYNAMIC PROPERTIES FROM STATIC TESTS = PROPRIETES DYNAMIQUES D'ESTIMATION D'ESSAIS STATIQUESKAVAZANJIAN E JR; HADJ HAMOU T; 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. 3-6; BIBL. 14 REF.; ILL.Conference Paper

Seismic stability of gentle infinite slopes = Stabilité aux séismes de pentes douces infiniesHADJ-HAMOU, T; KAVAZANJIAN, E. Jr.1985, Vol 111, Num 6, pp 681-697Article

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 potential mapping for San Francisco = Cartographie des potentiels de liquéfaction des sols à San FranciscoKAVAZANJIAN, E. Jr; ROTH, R. A; ECHEZURIA, H et al.Journal of geotechnical engineering. 1985, Vol 111, Num 1, pp 54-76, issn 0733-9410Article

Performance of solid waste landfills in EarthquakesMATASOVIC, N; KAVAZANJIAN, E. JR; ANDERSON, R. L et al.Earthquake spectra. 1998, Vol 14, Num 2, pp 319-334, issn 8755-2930Article

A virtual surface concept for nested yield surface plasticitySALAH-MARS, S; KAVAZANJIAN, E. JR.International journal for numerical and analytical methods in geomechanics. 1992, Vol 16, Num 11, pp 779-796, issn 0363-9061Article

A constitutive model for the stress-strain-time behaviour of «wet» clays = Modèle constitutif du comportement contrainte-déformation dans le temps, d'argiles mollesBORJA, R. I; KAVAZANJIAN, E. Jr.Geotechnique. 1985, Vol 35, Num 3, pp 283-298, issn 0016-8505Article

Time dependence of lateral earth pressure = Pression latérale des terres en fonction du tempsKAVAZANJIAN, E. JR; MITCHELL, J. K.Journal of geotechnical engineering. 1984, Vol 110, Num 4, pp 530-533, issn 0733-9410Article

Reduction factor for liquefaction potential analysis = Facteur de réduction pour l'analyse du potentiel de liquéfactionHO, C. L; KAVAZANJIAN, E. JR.Soil dynamics and earthquake engineering (1984). 1990, Vol 9, Num 6, pp 313-322, issn 0267-7261, 10 p.Article

RMS acceleration hazard for San Francisco = Analyse par accélération RMS des risques sismiques à San FranciscoKAVAZANJIAN, E. JR; ECHEZURIA, H; MCCANN, M. W et al.International journal of soil dynamics and eathquake engineering. 1985, Vol 4, Num 3, pp 106-123, issn 0261-7277Article

MS acceleration hazard for San Francisco = Les risques d'atténuation RMS pour San FranciscoKAVAZANJIAN, E. Jr; ECHEZURIA, H; MCCANN, M.W et al.Stochastic methods in earthquake engineering. Soil dynamics and earthquake engineering (1984). 1985, Vol 4, Num 3, pp 24-41, issn 0267-7261Book Chapter

Biogeochemical processes and geotechnical applications: progress, opportunities and challengesDEJONG, J. T; SOGA, K; CHEN, C. Y et al.Geotechnique. 2013, Vol 63, Num 4, pp 287-301, issn 0016-8505, 15 p.Article

Time-dependent deformation in clay soils = Comportement dans le temps des sols argileuxKAVAZANJIAN, E. JR; BORJA, R. I; HSING-LIAN JONG et al.105163. 1985, pp 535-538Conference Paper

Dynamic properties of solids waste from field observationsMATASOVIC, N; KAVAZANJIAN, E. JR; ABOURJEILY, F et al.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 549-554, isbn 90-5410-578-X, 2VolConference Paper

In situ shear wave velocity of solid waste from surface wave measurementsKAVAZANJIAN, E. JR; MATASOVIC, N; STOKOE, K. H et al.ICEG: IS-Osaka'96 : International Congress on Environmental Geotechnics. 1996, pp 97-102, isbn 90-5410-848-7, 2VolConference Paper

Interpolation of solid waste shear wave velocity using geostatisticsAVSAR, M. S; BOUAZZA, A; KAVAZANJIAN, E. JR et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 21-26, isbn 80-86769-00-3, 6 p.Conference Paper