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SHEAR BEHAVIORS OF SAND AND CLAY UNDER THREE-DIMENSIONAL STRESS CONDITION = COMPORTEMENT AU CISAILLEMENT DE SABLE ET D'ARGILE SOUS DES CONDITIONS DE CONTRAINTES TRIDIMENSIONNELLESNAKAI T; MATSUOKA H.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 26-42; BIBL. 13 REF.Article

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THE SHAFT RESISTANCE OF AXIALLY LOADED PILES IN CLAY = RESISTANCE DU FUT DE PIEUX CHARGES AXIALEMENT DANS DE L'ARGILEPOTTS DM; MARTINS JP.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 32; NO 4; PP. 369-386; BIBL. 15 REF.Article

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THE PRESSUREMETER TEST IN A HOMOGENEOUS LINEARLY ELASTIC CROSS-ANISOTROPIC SOILWARREN SJ.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 2; PP. 157-159; BIBL. 8 REF.Article

THE NATURE AND ENGINEERING BEHAVIOR OF CARBONATE SOILS AT BOMBAY HIGH, INDIA = NATURE ET COMPORTEMENT TECHNOLOGIQUE DES SOLS CARBONATE DES HAUTS FONDS DE LA REGION DE BOMBAY EN INDEMANOJ DATTA; VENKATAPPA RAO G; GULHATI SK et al.1981; MAR. GEOTECHNOL.; ISSN 0360-8867; USA; DA. 1981; VOL. 4; NO 4; PP. 307-341; BIBL. 2 P.Article

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