CONSTITUTIVE MODELING AND SOIL-STRUCTURE INTERACTION = MODELISATION CONSTITUTIVE ET INTERACTION SOL-OUVRAGEDESAI CS.1982; NUMERICAL METHODS IN GEOMECHANICS. NATO ADVANCED STUDY INSTITUTE/1981/VIMEIRO; NLD; DORDRECHT: D. REIDEL; DA. 1982; PP. 103-143; BIBL. 4 P.; 2 TAB. ; TABL./ILL.Conference Paper

EFFECTS OF DRIVING AND SUBSEQUENT CONSOLIDATION ON BEHAVIOUR OF DRIVEN PILES.DESAI CS.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1978; VOL. 2; NO 3; PP. 283-301; BIBL. 21 REF.Article

FINITE ELEMENT RESIDUAL SCHEMES FOR UNCONFINED FLOW.DESAI CS.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 6; PP. 1415-1419; BIBL. 1 REF.Article

APPROXIMATE SOLUTION FOR UNCONFINED SEEPAGEDESAI CS.1973; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 71-87; BIBL. 24 REF.Serial Issue

A GENERAL BASIS FOR YIELD, FAILURE AND POTENTIAL FUNCTIONS IN PLASTICITY = UNE BASE GENERALE POUR LES FONCTIONS POTENTIELLES POUR LA RUPTURE ET AFFAISSEMENT EN PLASTICITEDESAI CS.1980; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1980; VOL. 4; NO 4; PP. 361-375; BIBL. 30 REF.Article

NUMERICAL DESIGN-ANALYSIS FOR PILES IN SANDSDESAI CS.1974; PROC. AMER. SOC. CIV. ENGRS, J, GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 6; PP. 613-635; BIBL. 1 P. 1/2Article

EFFECTS OF DRIVING AND SUBSEQUENT CONSOLIDATION ON BEHAVIOUR OF DRIVEN PILES.DESAI CS.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1978; VOL. 2; NO 3; PP. 283-301; BIBL. 12 REF.; 12 ILL.Article

ANALYSIS AND EVALUATION OF SOME FINITE ELEMENT SCHEMES FOR FLOW THROUGH RIGID AND DEFORMABLE MEDIA.DESAI CS.1977; IN: FINITE ELEM. WATER RESOUR. PROC. 1ST INT. CONF. FINITE ELEM. WATER RESOUR.; PRINCETON; 1976; LONDON; PENTECH; DA. 1977; PP. (26P.); BIBL. 11 REF.; 17 ILL.Conference Paper

STRESS AND SEEPAGE ANALYSIS OF EARTH DAMS = ANALYSE DES CONTRAINTES ET DE LA PERCOLATION DANS LES BARRAGES EN TERRELI GC; DESAI CS.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 7; PP. 946-960; BIBL. 21 REF.Article

A RESIDUAL FLOW PROCEDURE AND APPLICATION FOR FREE SURFACE FLOW IN POROUS MEDIA = LE PROCESSUS D'ECOULEMENT RESIDUEL ET SON APPLICATION A L'ECOULEMENT EN SURFACE LIBRE DANS LES MILIEUX POREUXDESAI CS; LI GC.1983; ADV. WATER RESOUR.; ISSN 0309-1708; GBR; DA. 1983; VOL. 6; NO 1; PP. 27-35; BIBL. 1 P.; ILL.Article

NUMERICAL MODELS FOR TRACK SUPPORT STRUCTURES = MODELES NUMERIQUES POUR LES STRUCTURES SUPPORTANT LES VOIES FERREESDESAI CS; SIRIWARDANE HJ.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT3; PP. 461-480; BIBL. 31 REF.Article

EVALUATION OF TWO FINITE ELEMENT FORMULATIONS FOR ONE-DIMENSIONAL CONSOLIDATIONDESAI CS; JOHNSON LD.1972; COMPUTERS AND STRUCT.; G.B.; DA. 1972; VOL. 2; NO 4; PP. 469-486; BIBL. 13 REF.Serial Issue

NUMERICAL MODELS FOR TRACK SUPPORT STRUCTURESDESAI CS; SIRIWARDANE HJ.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-03; VOL. 108; NO GT3; PP. 461-480; BIBL. 31 REF.; ILL.Article

CORROSION OF BRASS BY ACETIC ACID AND CHLOROSUBSTITUTED ACETIC ACIDS.SHAH RS; DESAI CS.1976; WERKST. U. KORROS.; DTSCH.; DA. 1976; VOL. 27; NO 10; PP. 705-707; BIBL. 7 REF.Article

A NUMERICAL PROCEDURE FOR PREDICTING HEAVE.JOHNSON LD; DESAI CS.1975; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1975; PP. 269-273; BIBL. 20 REF.; 6 ILL.Conference Paper

CONSEQUENCES OF DEVIATORIC NORMALITY IN PLASTICITY WITH ISOTROPIC STRAIN HARDENING = CONSEQUENCES DE LA NORMALITE DE DEVIATION EN PLASTICITE AVEC DURCISSEMENT ISOTROPE DE LA DEFORMATIONBAKER R; DESAI CS.1982; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1982; VOL. 6; NO 3; PP. 383-390; BIBL. 14 REF.Article

CONSEQUENCES OF DEVIATORIC NORMALITY IN PLASTICITY WITH ISOTROPIC STRAIN HARDENING = LES CONSEQUENCES DE LA DEVIATION PAR RAPPORT A LA NORMALITE DANS LE PHENOMENE DE PLASTICITE ACCOMPAGNE DE DURCISSEMENT ISOTROPIQUE PAR CONTRAINTEBAKER R; DESAI CS.1982; INT. J. NUMER. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1982; VOL. 6; NO 3; PP. 383-390; BIBL. 14 REF.; ILL.Article

NON-ASSOCIATE ELASTO-PLASTIC MATERIAL MODEL FOR COMPACTED SOILS = UN MODELE POUR LES MATERIAUX AUX PROPRIETES ELASTO-PLASTIQUES NON ASSOCIEES UTILISABLE POUR LES SOLS COMPACTESJANARDHANAM R; DESAI CS.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 324-333; BIBL. 12 REF.; ILL.Conference Paper

A RESIDUAL FLOW PROCEDURE AND APPLICATION FOR FREE SURFACE FLOW IN POROUS MEDIA = MISE EN EVIDENCE DE L'ECOULEMENT RESIDUEL ET APPLICATION DE L'ECOULEMENT EN SURFACE LIBRE DANS UN MILIEU POREUXDESAI CS; LI GC.1983; ADVANCES IN WATER RESOURCES; ISSN 0309-1708; GBR; DA. 1983; VOL. 6; NO 1; PP. 27-35; BIBL. 29 REF.Article

A CONCEPT OF CORRECTION FUNCTIONS TO ACCOUNT FOR NON-ASSOCIATIVE CHARACTERISTICS OF GEOLOGIC MEDIA = UN CONCEPT DES FONCTIONS DE CORRECTION POUR TENIR COMPTE DES CARACTERES NON ASSOCIATIFS DES MILIEUX GEOLOGIQUESDESAI CS; SIRIWARDANE HJ.1980; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1980; VOL. 4; NO 4; PP. 377-387; BIBL. 12 REF.; ILL.Article

FLUID CUSHION TRULY TRIAXIAL OR MULTIAXIAL TESTING DEVICE = DISPOSITIF D'ESSAIS TRIAXIAUX OU MULTIAXIAUX A COUSSIN FLUIDESTURE S; DESAI CS.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 1; PP. 20-33; BIBL. 28 REF.; 18 ILL.Article

CONSOLIDATION ANALYSIS OF LAYERED ANISOTROPIC FOUNDATIONS.DESAI CS; SAXENA SK.1977; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1977; VOL. 1; NO 1; PP. 5-23; BIBL. 13 REF.; 16 ILL.Article

AN APPLICATION OF FINITE ELEMENT PROCEDURE FOR UNDERGROUND STRUCTURES WITH NON-LINEAR MATERIALS AND JOINTS = APPLICATION DE LA METHODE DES ELEMENTS FINIS A DES STRUCTURES SOUTERRAINES AVEC DES MATERIAUX NON LINEAIRES ET DES JOINTSDESAI CS; EITANI IM; HAYCOCKS C et al.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 2; PP. F209-F216; ABS. FRE/GER; BIBL. 1 P.; 2 TAB. ; ILL./TABL.Conference Paper

CAPE MODELSIRIWARDANE HJ; DESAI CS; DESAI CS ED et al.SIRIWARDANE HJ; 1981; EVALUATION OF CONSTITUTIVE PARAMETERS FOR GEOLOGICAL MATERIALS; USA; CHICAGO, IL:SYMP. IMPLEMENTATION COMPUT. PROCED. AND STRESS/STRAIN LAWS GEOTECH. ENG.; DA. 1981; PP. 4.1-4.21; BIBL. 7 REF.; ILL.Conference Paper

MODIFIED CAM-CLAY MODELSIRIWARDANE HJ; DESAI CS; DESAI CS ED et al.SIRIWARDANE HJ; 1981; EVALUATION OF CONSTITUTIVE PARAMETERS FOR GEOLOGICAL MATERIALS; USA; CHICAGO, IL:SYMP. IMPLEMENTATION COMPUT. PROCED. AND STRESS/STRAIN LAWS GEOTECH. ENG.; DA. 1981; PP. 3.1-3.22; BIBL. 7 REF.; ILL.Conference Paper