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IMPLICIT-EXPLICIT SCHEMES FOR NONLINEAR CONSOLIDATIONPREVOST JH.1983; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1983; VOL. 39; NO 2; PP. 225-239; BIBL. 38 REF.Article

CONSOLIDATION OF ANELASTIC POROUS MEDIA = CONSOLIDATION DE MILIEUX POREUX NON ELASTIQUESPREVOST JH.1981; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1981; VOL. 107; EMI; PP. 169-186; BIBL. 25 REF.Article

ANISOTROPIC UNDRAINED STRESS-STRAIN BEHAVIOR OF CLAYS.PREVOST JH.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 8; PP. 1075-1090; BIBL. 13 REF.; 7 ILL.Article

MATHEMATICAL MODELLING OF MONOTONIC AND CYCLIC UNDRAINED CLAY BEHAVIOUR.PREVOST JH.1977; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1977; VOL. 1; NO 2; PP. 195-216; BIBL. 10 REF.; 12 ILL.Article

NONLINEAR TRANSIENT PHENOMENA IN SATURED POROUS MEDIAPREVOST JH.1982; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1982; VOL. 30; NO 1; PP. 3-18; BIBL. 35 REF.Article

UNDRAINED STRESS-STRAIN-TIME BEHAVIOR OF CLAYS.PREVOST JH.1977; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1977; NO 117; PP. 1-15; BIBL. 1 P. 1/2; 6 ILL.Article

UNDRAINED STRESS-STRAIN TIME BEHAVIOR OF CLAYS.PREVOST JH.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 12; PP. 1245-1259; BIBL. 1 P. 1/2; 6 ILL.Article

NON-LINEAR TRANSIENT PHENOMENA IN ELASTIC-PLASTIC SOLIDS = PHENOMENES TRANSITOIRES NON LINEAIRES DANS LES SOLIDES ELASTIQUES-PLASTIQUESPREVOST JH.1982; PROC. AM. SOC. CIV. ENG., J. ENG. MECH. DIV.; ISSN 0044-7951; USA; DA. 1982; VOL. 108; NO EM6; PP. 1297-1311; BIBL. 19 REF.Article

TWO-SURFACE VERSUS MULTI-SURFACE PLASTICITY THEORIES: A CRITICAL ASSESSEMENT = EXAMEN CRITIQUE DES THEORIES SUR LA PLASTICITE D'UNE SURFACE DOUBLE PAR RAPPORT A UNE SURFACE MULTIPLEPREVOST JH.1982; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1982; VOL. 6; NO 3; PP. 323-338; BIBL. 13 REF.; ILL.Article

TWO-SURFACE VERSUS MULTI-SURFACE PLASTICITY THEORIES. A CRITICAL ASSESSMENT = THEORIE DE LA PLASTICITE D'UNE DOUBLE SURFACE ET DE SURFACES MULTIPLESPREVOST JH.1982; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1982; VOL. 6; NO 3; PP. 323-338; BIBL. 13 REF.Article

UNDRAINED SHEAR TESTS ON CLAYS = ESSAIS DE CISAILLEMENT NON DRAINES SUR DES ARGILESPREVOST JH.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1979; VOL. 105; NO 1; PP. 49-64; BIBL. 25 REF.; 5 ILL.Article

MECHANICS OF CONTINUOUS POROUS MEDIAPREVOST JH.1980; INTERNATION. J. ENGNG SCI.; GBR; DA. 1980; VOL. 18; NO 6; PP. 787-800; BIBL. 35 REF.Article

PLASTICITY THEORY FOR SOIL STRESS-STRAIN BEHAVIOUR = THEORIE DE LA PLASTICITE POUR LE COMPORTEMENT CONTRAINTE DEFORMATION D'UN SOLPREVOST JH.1978; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1978; VOL. 104; NO 5; PP. 1177-1194; BIBL. 19 REF.; 4 ILL.Article

SOIL MECHANICS AND PLASTICITY ANALYSIS OF STRAIN SOFTENING.PREVOST JH; HOEG K.1975; GEOTECHNIQUE; G.B.; 1975, VOL. 25, NUM. 0002, P. 279 A 297Serial Issue

ANALYSIS OF PRESSUREMETER IN STRAIN-SOFTENING SOILPREVOST JH; HOEG K.1975; PROC. AMER. SOC. CIV. ENGRS J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 8; PP. 717-732; BIBL. 1 P. 1/2Article

ANALYSIS OF PRESSUREMETER IN STRAIN-SOFTENING SOIL.PREVOST JH; HOEG K.1975; PROC. AMER. SOC. CIV. ENGRS J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0008, P. 717 A 732Serial Issue

PLASTICITY MODEL FOR UNDRAINED STRESS-STRAIN BEHAVIOUR.PREVOST JH; HOEG K.1977; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1977; PP. 27-33; BIBL. 7 REF.; 6 ILL.; (INT. CONF. SOIL MECH. FOUND. ENG. 9. CONTRIB.; TOKYO; 1977)Conference Paper

EFFECTIVE STRESS-STRAIN-STRENGTH MODEL FOR SOILSPREVOST JH; HOEG K.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 259-278; BIBL. 2 P.; 9 ILL.Article

EFFECTIVE STRESS-STRAIN-STRENGTH MODEL FOR SOILS.PREVOST JH; HOEEG K.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0003, P. 259 A 278Serial Issue

FINITE-ELEMENT SOLUTION OF ELASTIC-PLASTIC BOUNDARY-VALUE PROBLEMSPREVOST JH; HUGHES TJR.1981; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1981; VOL. 48; NO 1; PP. 69-74; BIBL. 17 REF.Article

REANALYSIS OF SIMPLE SHEAR SOIL TESTING.PREVOST JH; HOEG K.1976; REV. CANAD. GEOTECH.; CANADA; DA. 1976; VOL. 13; NO 4; PP. 418-429; ABS. FR.; BIBL. 25 REF.; 9 ILL.Article

ANALYSIS OF GRAVITY OFFSHORE STRUCTURE FOUNDATIONS SUBJECTED TO CYCLIC WAVE LOADING.PREVOST JH; HUGHES TJR.1978; ANNU. OFFSHORE TECHNOL. CONF. 10/1978/HOUSTON; USA; DALLAS: OFFSHORE TECHNOL. CONF.; DA. 1978; VOL. 3; PP. 1809-1818; BIBL. 15 REF.; 16 ILL.Conference Paper

REANALYSIS OF SIMPLE SHEAR SOIL TESTING.PREVOST JH; HOEG K.1977; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1977; NO 116; PP. 1-12; ABS. FR.; BIBL. 25 REF.Article

SOIL MECHANICS AND PLASTICITY ANALYSIS OF STRAIN SOFTENING.PREVOST JH; HOEG K.1976; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1976; NO 109; PP. 1-19; ABS. FR.; BIBL. 19 REF.; 9 ILL.Article

OFFSHORE GRAVITY STRUCTURES: CENTRIFUGAL MODELING = PLATEFORMES GRAVITAIRES OFFSHORE: MODELISATION PAR CENTRIFUGATIONPREVOST JH; CUNY B; SCOTT RF et al.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; PP. 125-141; ABS. GTZ; BIBL. 8 REF.Article

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