COMPARISON OF SOIL SUCTION AND ONE-DIMENSIONAL CONSOLIDATION CHARACTERISTICS OF A HIGHLY PLASTIC CLAY.FREDLUND DG.1967; NATION.RES.COUNC.CANADA.TECHN.PAP.DIV.BUILDING.RES.; 1967(7), NUM. 0245, P. 1 A 26Miscellaneous

USAGE, REQUIREMENTS AND FEATURES OF SLOPE STABILITY COMPUTER SOFTWARE (CANADA, 1977).FREDLUND DG.1978; REV. CANAD. GEOTECH.; CANADA; DA. 1978; VOL. 15; NO 1; PP. 83-95; ABS. FR.; BIBL. 1 P.; 6 ILL.Article

DENSITY AND COMPRESSIBILITY CHARACTERISTICS OF AIR-WATER MIXTURES.FREDLUND DG.1976; REV. CANAD. GEOTECH.; CANADA; DA. 1976; VOL. 13; NO 4; PP. 386-396; ABS. FR.; BIBL. 15 REF.Article

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PORE PRESSURE PARAMETERS FOR UNSATURATED SOILSHASAN JU; FREDLUND DG.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 3; PP. 395-404; ABS. FRE; BIBL. 15 REF.Article

USE OF THE OSMOTIC TENSIOMETER TO MEASURE NEGATIVE PORE WATER PRESSURE = UTILISATION DU PIEZOMETRE OSMOTIQUE POUR LA MESURE DE LA PRESSION INTERSTITIELLE NEGATIVEBOCKING KA; FREDLUND DG.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 1; PP. 3-10; BIBL. 12 REF.; 8 ILL.Article

A MULTISTAGE TRIAXIAL TEST FOR UNSATURATED SOILS = UN ESSAI TRIAXIAL MULTIETAGE POUR DES SOLS NON SATURESHO DYF; FREDLUND DG.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 1-2; PP. 18-25; BIBL. 12 REF.Article

A MATHEMATICAL MODEL FOR PREDICTING MOISTURE FLOW IN AN UNSATURATED SOIL UNDER HYDRAULIC AND TEMPERATURE GRADIENTS = MODELE MATHEMATIQUE POUR LA PREVISION DE LA CIRCULATION DE L'HUMIDITE DANS UN SOL NON SATURE SOUMIS A DES GRADIENTS HYDRAULIQUES ET DE TEMPERATUREDAKSHANAMURTHY V; FREDLUND DG.1981; WATER. RESOUR. RES.; ISSN 0043-1397; USA; DA. 1981-06; VOL. 17; NO 3; PP. 714-722; BIBL. 24 REF.; 2 TAB. ; ILL.Article

ONE-DIMENSIONAL CONSOLIDATION THEORY: UNSATURATED SOILFREDLUND DG; HASAN JU.1979; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1979; VOL. 16; NO 3; PP. 521-531; ABS. FRE; BIBL. 12 REF.Article

CONSTITUTIVE RELATIONS FOR VOLUME CHANGE IN UNSATURATED SOILS.FREDLUND DG; MORGENSTERN NR.1976; REV. CANAD. GEOTECH.; CANADA; DA. 1976; VOL. 13; NO 3; PP. 261-276; ABS. FR.; BIBL. 17 REF.; 11 ILL.Article

STABILITY OF SWELLING CLAY EMBANKMENTS.WIDGER RA; FREDLUND DG.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. IV.48-IV.72; ABS. FR.; BIBL. 12 REF.Conference Paper

LATERAL EARTH PRESSURES IN EXPANSIVE CLAY SOILS = PRESSIONS LATERALES DES TERRES DANS LES ARGILES EXPANSIVESPUFHAL DE; FREDLUND DG; RAHARDJO H et al.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 2; PP. 228-241Article

DEFORMATION CHARACTERIZATION OF SUBGRAD SOILS FOR HIGHWAYS AND RUNWAYS IN NORTHERN ENVIRONMENTS. = CARACTERISATION DE LA DEFORMATION DU SOL DE FONDATION DE ROUTE ET PISTE D'ATTERRISSAGE DANS L'ENVIRONNEMENT DU NORDFREDLUND DG; BERGAN AT; SAUER EK et al.1975; REV. CANAD. GEOTECH.; CANADA; DA. 1975; VOL. 12; NO 2; PP. 213-223; ABS. FR.; BIBL. 20 REF.; 16 ILL.Article

THE SHEAR STRENGTH OF UNSATURATED SOILSFREDLUND DG; MORGENSTERN NR; WIDGER RA et al.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 3; PP. 313-321; ABS. FRE; BIBL. 15 REF.; 7 ILL.Article

VARIABLES CONTROLLING BEHAVIOR OF A PARTLY FROZEN SATURED SOIL.KENT DD; FREDLUND DG; WATT WG et al.sdIN: CONF. SOIL-WATER PROBL. COLD REG. PROC.; CALGARY, ALBERTA; 1975; S.L.; , P. 70 A 88Miscellaneous

RIVERBANK INSTABILITY AND DEVELOPMENT CONTROL IN SASKATOON = INSTABILITE DES BERGES DE LA SASKATCHEWAN ET DEVELOPPEMENT DU CONTROLE DE LA SITUATIONCLIFTON AW; KRAHN J; FREDLUND DG et al.1981; REV. CANAD. GEOTECH.; CAN; DA. 1981; VOL. 18; NO 1; PP. 95-105; BIBL. 5 REF.Article