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SETTLEMENTS BENEATH PRELOAD TEST FILL = TASSEMENTS SOUS UN REMBLAI POUR ESSAI DE PRECHARGEMENTKADERABEK TJ; REYNOLDS RT.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1979; VOL. 105; NO 6; PP. 781-786; BIBL. 4 REF.; 4 ILL.Article

MIAMI LIMESTONE FOUNDATION DESIGN AND CONSTRUCTION = CONCEPTION ET CONSTRUCTION DE FONDATIONS DANS LE CALCAIRE DE MIAMIKADERABEK TJ; REYNOLDS RT.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT7; PP. 859-872; BIBL. 15 REF.Article

COMPARISONS OF FIELD DENSITY TEST RESULTS = COMPARAISON DES RESULTATS D'ESSAIS EN PLACE DE DENSITEKADERABEK TJ; FERRIS WR.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 4; PP. 206-210Article

COMPARISON OF FIELD DENSITY TEST RESULTSKADERABEK TJ; FERRIS WR.1979; GEOTECH. TESTING J.; ISSN 0149-6115; USA; DA. 1979; VOL. 2; NO 4; PP. 206-210Article

IMPROVING LOW TEMPERATURE COMPACTION OF A GRANULAR SOILALKIRE BD; HAAS WM; KADERABEK TJ et al.1975; REV. CANAD. GEOTECH.; CANADA; DA. 1975; VOL. 12; NO 4; PP. 527-530; ABS. FR.; BIBL. 5REF.; 3 ILL.Article

IMPROVING LOW TEMPERATURE COMPACTION OF A GRANULAR SOIL.ALKIRE BD; HAAS WM; KADERABEK TJ et al.1975; REV. CANAD. GEOTECH.; CANADA; 1975, VOL. 12, NUM. 0004, P. 527 A 530Serial Issue

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