THE BEHAVIOUR OF EMBANKMENTS ON CLAY FOUNDATIONS = COMPORTEMENT DES REMBLAIS SUR FONDATIONS ARGILEUSESTAVENAS F; LEROUEIL S.1980; REV. CANAD. GEOTECH.; CAN; DA. 1980; VOL. 17; NO 2; PP. 236-260; ABS. FRE; BIBL. 73 REF.Article

LES CONCEPTS D'ETAT LIMITE ET D'ETAT CRITIQUE ET LEURS APPLICATIONS PRATIQUES A L'ETUDE DES ARGILESTAVENAS F; LEROUEIL S.1979; REV. FR. GEOTECH.; FRA; DA. 1979; NO 6; PP. 27-49; ABS. ENG; BIBL. 1 P.; 19 ILL.Article

EFFECT OF STRESSES AND TIME ON YIELDING OF CLAYS.TAVENAS F; LEROUEIL S.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG; DA. 1977; VOL. 1; PP. 319-326; BIBL. 13 REF.; 14 ILL.Conference Paper

MESURE IN SITU DE LA PERMEABILITE DES ARGILES = IN SITU PERMEABILITY TESTING IN CLAYSTAVENAS F; TREMBLAY M; LEROUEIL S et al.1983; RECONNAISSANCE DES SOLS ET DES ROCHES PAR ESSAIS EN PLACE. SYMPOSIUM INTERNATIONAL/1983-05-18/PARIS; FRA; PARIS: AIGI/IAEG; DA. 1983; VOL. 1; PP. 509-513; ABS. ENG; BIBL. 7 REF.; ILL.Conference Paper

REMARKS ON THE VALIDITY OF STABILITY ANALYSES = REMARQUES SUR LA VALIDITE DES METHODES D'ANALYSE DE LA STABILITE DES PENTESTAVENAS F; TRAK B; LEROUEIL S et al.1980; REV. CANAD. GEOTECH.; CAN; DA. 1980; VOL. 17; NO 1; PP. 61-73; ABS. FRE; BIBL. 31 REF.Article

Session on education in geotechnical engineeringLEROUEIL, S.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2579-2580, isbn 90-5410-891-6Conference Paper

Fluage et rupture des pentes dans les argilesTAVENAS, F; LEROUEIL, S.Symposium de géotechnique Comportement des sols compressibles. sd, 30 p.Conference Paper

The general and congruent effects of structure in natural soils and weak rocksLEROUEIL, S; VAUGHAN, P. R.Geotechnique. 1991, Vol 41, Num 2, pp 281-284, issn 0016-8505, 4 p.Article

The general and congruent effects of structure in natural soils and weak rocks = Effets généraux et congruents des structures dans des sols naturels et dans des roches tendresLEROUEIL, S; VAUGHAN, P. R.Geotechnique. 1990, Vol 40, Num 3, pp 467-488, issn 0016-8505, 22 p.Article

Liquid limits and fall cones = Limites de liquidité et cônes tombantsLEROUEIL, S; LE BIHAN, J.-P.Canadian geotechnical journal. 1996, Vol 33, Num 5, pp 793-798, issn 0008-3674Article

A NEW APPROACH TO THE STABILITY ANALYSIS OF EMBANKMENTS ON SENSITIVE CLAYS = NOUVELLE APPROCHE DU CALCUL DE STABILITE DES REMBLAIS SUR ARGILES SENSIBLESTRAK B; LA ROCHELLE P; TAVENAS F et al.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 526-544; ABS. FRE; BIBL. 42 REF.; 2 TAB. ; ILL./TABL.Article

A NEW APPROACH TO THE STABILITY ANALYSIS OF EMBANKMENTS ON SENSITIVE CLAYS = NOUVELLE APPROCHE DU CALCUL DE STABILITE DES REMBLAIS SUR ARGILES SENSIBLESTRAK B; LA ROCHELLE P; TAVENAS F et al.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 526-544; ABS. FRE; BIBL. 42 REF.Article

Geotechnics of slopes before failureLEROUEIL, S.International Symposium on Landslides. 2004, pp 863-884, isbn 04-1535-667-9, 22 p.Conference Paper

THE BEHAVIOUR OF EMBANKMENTS ON CLAY FOUNDATIONS; DISCUSSION AND REPLY = LE COMPORTEMENT DES REMBLAIS SUR LES FONDATIONS ARGILEUSES; DISCUSSION ET REPONSEMESRI G; CHOI YK; TAVENAS F et al.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-08; VOL. 18; NO 3; PP. 460-466; BIBL. 21 REF.; ILL.Article

BEHAVIOR OF DESTRUCTURED NATURAL CLAYS = COMPORTEMENT DES ARGILES NATURELLES DESTRUCTUREESLEROUEIL S; TAVENAS F; BRUCY F et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1979; VOL. 105; NO 6; PP. 759-778; BIBL. 19 REF.; 13 ILL.Article

CONSTRUCTION FORE PRESSURES IN CLAY FOUNDATIONS UNDER EMBANKMENTS. I. THE SAINT-ALBAN TEST FILLS. = PRESSIONS INTERSTITIELLES DE CONSTRUCTION. LES FONDATIONS SUR ARGILE SOUS DES REMBLAIS. PART 1: LES REMBLAIS D'ESSAI DE SAINT ALBAN II GENERALIZED BEHAVIOURLEROUEIL S; TAVENAS F; TRAK B et al.1978; REV. CANAD. GEOTECH.; CAN.; DA. 1978; VOL. 15; NO 1; PP. 54-82; ABS. FR.; BIBL. 34 REF.; 10 ILL.Article

REMARKS ON THE VALIDITY OF STABILITY ANALYSES; DISCUSSION AND REPLY = REMARQUES SUR LA VALIDITE DES ANALYSES DE STABILITE: DISCUSSION ET REPONSEROBERT JM; TAVENAS F; TRAK B et al.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-02; VOL. 18; NO 1; PP. 146-151; BIBL. 21 REF.; ILL.Article

CREEP BEHAVIOUR OF AN UNDISTURBED LIGHTLY OVERCONSOLIDATED CLAYTAVENAS F; LEROUEIL S; LA ROCHELLE P et al.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 3; PP. 402-423; ABS. FRE; BIBL. 17 REF.; 20 ILL.Article

Les concepts d'etat limite et d'état critique et leurs applications pratiques à l'atude des argilesTAVENAS, F; LEROUEIL, S.Symposium de géotechnique Comportement des sols compressibles. sd, pp 27-49Conference Paper

Evolution of the factor of safety following excavation in clayL'HEUREUX, J. S; LEROUEIL, S; LAFLAMME, J. F et al.Canadian geotechnical journal. 2009, Vol 46, Num 5, pp 487-493, issn 0008-3674, 7 p.Article

Some improvements of the Cambridge pressuremeter useHAMOUCHE, K.K; LEROUEIL, S; ROY, M et al.The pressuremeter and its new avenues. International symposium. 1995, pp 361-366Conference Paper

Stress-strain-strain rate relation for the compressibility of sensitive natural days = Relation contrainte-déformation-vitesse de déformation pour la compressibilité des argiles naturelles sensiblesLEROUEIL, S; KABBAJ, M; TAVENAS, F et al.Geotechnique. 1985, Vol 35, Num 2, pp 159-180, issn 0016-8505Article

Remblais sur argiles mollesLEROUEIL, S; MAGNAN, J. P; TAVENAS, F et al.1985, XVI-342 pBook

Preconsolidation pressure of Champlain clays: 1. in situ determination. 2. laboratory determination = Pression de préconsolidation des argiles de Champlain: 1. mesures in situ, 2. mesures en laboratoireMORIN, P; LEROUEIL, S; SAMSON, L et al.Canadian geotechnical journal. 1983, Vol 20, Num 4, pp 782-816, issn 0008-3674Article

Tension tests on wedge-piles in sensitive claysHAMOUCHE, K. K; LEROUEIL, S; ROY, M et al.Canadian geotechnical journal. 2000, Vol 37, Num 4, pp 918-925, issn 0008-3674Article