TRIAXIAL SHEAR CHARACTERISTICS OF A COMPACTED GLACIAL TILL UNDER UNUSUALLY HIGH CONFINING PRESSURES.INSLEY AE; HILLIS SF.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS.; 1965, VOL. 1, P. 244 A 248Miscellaneous

USE OF RESIDUAL STRENGTH FOR STABILITY ANALYSES OF EMBANKMENT FOUNDATIONS CONTAINING PREEXISTING FAILURE SURFACES.INSLEY AE; CHATTERJI PK; SMITH LB et al.1977; REV. CANAD. GEOTECH.; CANADA; DA. 1977; VOL. 14; NO 3; PP. 408-428; ABS. FR.; BIBL. 9 REF.; 15 ILL.Article