Dynamic response of latex modified concrete machine foundations = Réponse dynamique de fondations en béton contenant du latexSRIDHARAN, A.Magazine of Concrete Research. 1990, Vol 42, Num 150, pp 37-43, issn 0024-9831, 7 p.Article

MECHANISMS CONTROLLING THE SECONDARY COMPRESSION OF CLAYS = MECANISMES REGISSANT LE COMPORTEMENT DES ARGILES EN COMPRESSION SECONDAIRE UNIDIMENSIONNELLESRIDHARAN A; RAO AS.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 3; PP. 249-260; BIBL. 24 REF.; 4 TAB. ; TABL./ILL.Article

RECTANGULAR HYPERBOLA FITTING METHOD FOR ONE DIMENSIONAL CONSOLIDATIONSRIDHARAN A; RAO AS.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 4; NO 4; PP. 161-168; BIBL. 4 REF.Article

A STUDY ON POTENTIAL-DISTANCE RELATIONSHIP OF CLAYS = ETUDE SUR LA RELATION DU POTENTIEL EN FONCTION DE LA DISTANCE DES ARGILESSAYADEVA MS; SRIDHARAN A.1982; INDIAN GEOTECH. J.; ISSN 0046-8983; IND; DA. 1982; VOL. 12; NO 1; PP. 83-97; BIBL. 12 REF.; 2 TAB. ; TABL./ILL.Article

DOUBLE LAYER THEORY AND COMPRESSIBILITY OF CLAYSSRIDHARAN A; JAYADEVA MS.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 2; PP. 133-144; BIBL. 17 REF.Article

VOLUME CHANGE BEHAVIOR OF DESICCATED SOILS = CHANGEMENT DE VOLUME DES SOLS DESSECHESSRIDHARAN A; ALLAM MM.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 8; PP. 1057-1071; BIBL. 24 REF.Article

DOUBLE LAYER THEORY AND COMPRESSIBILITY OF CLAYS = LA THEORIE ELECTRIQUE DES COUCHES DOUBLES ET COMPRESSIBILITE DES ARGILESSRIDHARAN A; JAYADEVA MS.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 2; PP. 133-144; ABS. FRE; BIBL. 17 REF.Article

DOUBLE LAYER THEORY AND COMPRESSIBILITY OF CLAYS = THEORIE DES COUCHES DOUBLES ET COMPRESSIBILITE DES ARGILESSRIDHARAN A; JAYADEVA MS.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 2; PP. 133-144; BIBL. 17 REF.; 1 TAB. ; TABL./ILL.Article

MECHANISMS CONTROLLING THE SECONDARY COMPRESSION OF CLAYSSRIDHARAN A; RAO AS.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 3; PP. 249-260; BIBL. 24 REF.Article

STIFFNESS COEFFICIENTS OF ELASTIC MEDIUMNAGENDRA MV; SRIDHARAN A.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-04; VOL. 108; NO GT4; PP. 661-668; BIBL. 6 REF.; 1 TAB. ; ILL.Article

PREDICTION OF FREQUENCY AND AMPLITUDE OF FOUNDATIONS AT RESONANCE = PREVISION DU COMPORTEMENT EN FREQUENCE ET EN AMPLITUDE DES FONDATIONS A LA RESONANCESRIDHARAN A; NAGENDRA MV.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-11; VOL. 18; NO 4; PP. 603-607; BIBL. 11 REF.; 3 TAB. ; ILL.Article

STIFFNESS COEFFICIENTS OF ELASTIC MEDIUM = LES COEFFICIENTS DE RIGIDITE D'UN MILIEU ELASTIQUENAGENDRA MV; SRIDHARAN A.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT4; PP. 661-668; BIBL. 6 REF.Article

General report : engineering properties of tropical soils = Rapport général : propriétés géotechniques des sols tropicauxSRIDHARAN, A.International conference on geomechanics in tropical soils. 2. 1990, pp 527-540Conference Paper

MECHANISMS CONTROLLING THE SECONDARY COMPRESSION OF CLAYS = MECANISMES REGISSANT LA COMPRESSION SECONDAIRE DES ARGILESSRIDHARAN A; RAO AS.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 3; PP. 249-260; ABS. FRE; BIBL. 24 REF.Article

EFFECT OF WETTING AND DRYING ON SHEAR STRENGTHALLAM MM; SRIDHARAN A.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO 4; PP. 421-438; BIBL. 25 REF.Article

EFFECT OF WETTING AND DRYING ON SHEAR STRENGTH = EFFETS DE L'ALTERNANCE DES PERIODES DE PLUIES ET DE SECHERESSE SUR LE RESISTANCE DU CISAILLEMENTALLAM MM; SRIDHARAN A.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT4; PP. 421-438; BIBL. 25 REF.Article

MECHANISMS CONTROLLING THE LIQUID LIMIT OF CLAYSSRIDHARAN A; VENKATAPPA RAO G.1975; IN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL; ISTANBUL TEK. UNIV.; DA. 1975; VOL. 1; PP. 65-74; BIBL. 23REF.Conference Paper

MECHANISMS CONTROLLING THE LIQUID LIMIT OF CLAYS.SRIDHARAN A; VENKATAPPA RAO G.sdIN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL ISTANBUL TEK. UNIV.,1975, VOL. 1, P. 65 A 74Miscellaneous

THE RELATIONSHIP BETWEEN UNDRAINED STRENGTH AND PLASTICITY INDEX.SRIDHARAN A; NARASIMHA RAO S.1973; GEOTECH. ENGNG; THA; 1973, VOL. 4, NUM. 0001, P. 41 A 53Serial Issue

SHEAR STRENGTH BEHAVIOUR OF SATURATED CLAYS AND THE ROLE OF THE EFFECTIVE STRESS CONCEPT = RESISTANCE AU CISAILLEMENT DES ARGILES SATUREES ET ROLE DU CONCEPT DE CONTRAINTE EFFECTIVESRIDHARAN A; VENKATAPPA RAO G.1979; GEOTECHNIQUE; GBR; DA. 1979; VOL. 29; NO 2; PP. 177-193; BIBL. 19 REF.Article

THE INFLUENCE OF AGING ON THE SHEAR STRENGTH BEHAVIOUR OF TWO FINE-GRAINED SOILS = INFLUENCE DU VIEILLISSEMENT SUR LE COMPORTEMENT AU CISAILLEMENT DE DEUX SOLS DE GRANULOMETRIE FINEMEHTER MOHAMED ALLAM; SRIDHARAN A.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 2; PP. 391-397; ABS. FRE; BIBL. 6 REF.; 9 ILL.Article

PORE SIZE DISTRIBUTIONS IN COMPACTED SOILS.SRIDHARAN A; VENKATAPPA RAO G.sdIN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL ISTANBUL TEK. UNIV.,1975, VOL. 1, P. 75 A 84Miscellaneous

INCREMENTAL LOADING DEVICE FOR STRESS PATH AND STRENGTH TESTING OF SOILS = DISPOSITIF DE CHARGEMENT INCREMENTAL POUR LA TRAJECTOIRE DES CONTRAINTES ET DES ESSAIS DE RESISTANCE DES SOLSNAGARAJ TS; MURTHY MK; SRIDHARAN A et al.1981; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 2; PP. 74-78; BIBL. 10 REF.Article

STRESS PATH EFFECTS ON THE STRENGTH BEHAVIOUR OF A LAYERED SOIL = EFFET DU CHEMINEMENT DES CONTRAINTES SUR LA RESISTANCE DES SOLS STRATIFIESKRISHNA MURTHY M; NAGARAJ TS; SRIDHARAN A et al.1980; CAN GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 603-607; ABS. FRE; BIBL. 9 REF.Article

PORE SIZE DISTRIBUTIONS OF SOILS FROM MERCURY INTRUSION POROSIMETER DATASRIDHARAN A; VENKATAPPA RAO G; BOERSMA L et al.1972; SOIL SCI. SOC. AMER., PROC.; U.S.A. ; 1972, VOL. 36, NUM. 0006, P. 980 A 981Serial Issue