au.\*:("NOORANY I")
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ENGINEERING PROPERTIES OF SUBMARINE CALCAREOUS SOILS FROM THE PACIFIC.NOORANY I.sdIN: INT. SYMP. ENG. PROP. SEA-FLOOR SOILS AND GEOPHYS. IDENTIFICATION. SEATTLE, WASH., U.S.A., 1971. PROC..; , P. 130 A 139Miscellaneous
ENGINEERING PROPERTIES OF SUBMARINE SOILS : STATE-OF-THE-ART REVIEW.NOORANY I; GIZIENSKI SF.1970; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1970(9), VOL. 96, NUM. 0005, P. 1735 A 1762Miscellaneous
Variability in compaction controlNOORANY, I.Journal of geotechnical engineering. 1990, Vol 116, Num 7, pp 1132-1136, issn 0733-9410Article
Side friction of piles in calcareous sands = Friction latérale des pieux dans les sables calcairesNOORANY, I.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1611-1614Conference Paper
Liquefaction susceptibility of sand reinforced with geotextiles = La susceptibilité à la liquéfaction de sables renforcés avec des géotextilesNOORANY, I.Renforcement en place des sols et des roches. Colloque international. 1984, pp 337-382Conference Paper
Phase relations in marine soils = Relations de phases dans les sols marinsNOORANY, I.Journal of geotechnical engineering. 1984, Vol 110, Num 4, pp 539-543, issn 0733-9410Article
A NEW EXPERIMENTAL METHOD FOR THE DETERMINATION OF HVORSLEV STRENGTH PARAMETERS FOR SENSITIVE CLAYS.NOORANY I; SEED HB.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS.; 1965, VOL. 1, P. 318 A 322Miscellaneous
Behavior of driven piles in marine calcareous sand = Comportement de pieux foncés dans du sable calcaire marinNOORANY, I; SULLIVAN, R. A.Regional conference for Africa. 8. 1984, pp 211-215Conference Paper
Prediction of soil slope deformation due to wettingNOORANY, I; FRYDMAN, S; DETOURNAY, C et al.International FLAC Symposium on Numerical Modeling in Geomechanics. 1999, pp 101-107, isbn 90-5809-074-4Conference Paper
