CONSOLIDATION THEORY WITH STRESS REDUCTION DUE TO SETTLEMENT = THEORIE DE LA CONSOLIDATION AVEC UNE REDUCTION DES CONTRAINTES DUE AU TASSEMENTBALIGH MM; FULEIHAN NF.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 5; PP. 519-534; BIBL. 20 REF.; 6 ILL.Article

ANALYSIS OF WEDGE PENETRATION IN CLAY.BALIGH MM; SCOTT RF.1976; GEOTECHNIQUE; G.B.; 1976, VOL. 26, NUM. 0001, P. 185 A 208Serial Issue

QUASI-STATIC DEEP PENETRATION IN CLAYS.BALIGH MM; SCOTT RF.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0011, P. 1119 A 1133Serial Issue

END EFFECTS ON STABILITY OF COHESIVE SLOPES.BALIGH MM; AZZOUZ AS.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0011, P. 1105 A 1117Serial Issue

CONSOLIDATION THEORY FOR CYCLIC LOADING. = THEORIE DE LA CONSOLIDATION DANS LE CAS DE CHARGES CYCLIQUESBALIGH MM; LEVADOUX JN.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 4; PP. 415-431; BIBL. 8 REF.Article

END EFFECTS ON STABILITY OF COHESIVE SLOPESBALIGH MM; AZZOUZ AS.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 11; PP. 1105-1117; BIBL. 16 REF.; 8 ILL.Article

CORRECTED FIELD VANE STRENGTH FOR EMBANKMENT DESIGN = CORRECTION DE LA RESISTANCE AU CISAILLEMENT FOURNIE PAR ESSAI SCISSOMETRIQUE EN PLACE, POUR LE CALCUL DES REMBLAISAZZOUZ AS; BALIGH MM; LADD CC et al.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 5; PP. 730-734; BIBL. 15 REF.Article

NEGATIVE MANTELREIBUNG BEI PFAEHLEN MIT BITUMEN GLEITSCHICHT = LE FROTTEMENT NEGATIF SUR LA PAROI DE PIEUX REVETUS D'UNE COUCHE DE GLISSEMENT EN BITUMEFIGI H; RIGENDINGER H; BALIGH MM et al.1979; STRASSE U. VERKEHR; CHE; DA. 1979; VOL. 65; NO 7; PP. 287-292; BIBL. 5 REF.Article

CONE PENETRATION IN SOIL PROFILING = PROFIL D'UN SOL PAR PENETROMETRE A CONEBALIGH MM; VIVATRAT V; LADD CC et al.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 4; PP. 447-461; BIBL. 31 REF.; 8 ILL.Article