LABORATORY SHEAR STRENGTH OF SOIL = ETUDE EN LABORATOIRE DE LA RESISTANCE DES SOLS AU CISAILLEMENTYONG RN ED; TOWNSEND FC ED.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; 699; BIBL. 740 REF.; 55 TAB. ; ILL.Conference Paper

CONCEPTS FOR A SHEAR-NORMAL GAGE TO ESTIMATE IN SITU SOIL STRENGTH AND STRENGTH ANGLE = DES CONCEPTS POUR UN INDICATEUR NORMAL DE CISAILLEMENT DESTINE A L'ESTIMATION IN SITU DE LA RESISTANCE DES SOLS ET DE L'ANGLE DE RESISTANCEMCNEILL RL; GREEN SL; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 579-593; BIBL. 9 REF.; 3 TAB. ; ILL.Conference Paper

EFFECT OF END MEMBRANCE THICKNESS ON THE STRENGTH OF "FRICTIONLESS" CAP AND BASE TESTS = EFFETS DE L'EPAISSEUR DE LA PARTIE TERMINALE SUR LES ESSAIS DE RESISTANCE DE TERRAINS DE RECOUVREMENT ET DES ASSISES "SANS FROTTEMENT"NORRIS GM; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 303-314; BIBL. 3 REF.Conference Paper

EFFECT OF SHEARING STRAIN-RATE ON THE UNDRAINED STRENGTH OF CLAY = EFFETS DE LA VITESSE DE DEFORMATION PAR CISAILLEMENT SUR LA RESISTANCE DE L'ARGILE NON DRAINEECHENG RYK; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 243-253; BIBL. 6 REF.; 1 TAB. ; ILL.Conference Paper

A QUALITATIVE STRESS-STRAIN (TIME) MODEL FOR SOFT CLAYS = UN MODELE QUALITATIF (TEMPOREL) CONTRAINTE-DEFORMATION POUR LES ARGILES MOLLESCROOKS JHA; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 685-699; BIBL. 17 REF.; ILL.Conference Paper

A SERVO SYSTEM FOR CONTROLLED STRESS PATH TESTS = SERVO-SYSTEME POUR LES ESSAIS DE DIRECTION DU CHEMINEMENT DES CONTRAINTESLAW KT; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 164-179; BIBL. 22 REF.; 1 TAB. ; ILL.Conference Paper

BOREHOLE SHEAR TEST IN GEOTECHNICAL INVESTIGATIONS = LES ESSAIS DE CISAILLEMENT DANS LES SOUDAGES DANS LES RECHERCHES GEOTECHNIQUESLUTENEGGER AJ; HALLBERG GR; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 566-578; BIBL. 18 REF.; ILL.Conference Paper

COMPARISON OF SHEAR STRENGTH VALUES DERIVED FROM LABORATORY TRIAXIAL, BOREHOLE SHEAR, AND CONE PENETRATION TESTS = COMPARAISON DES RESULTATS DE MESURES DE RESISTANCE AU CISAILLEMENT PROVENANT D'ESSAIS EN LABORATOIRE DE COMPRESSION TRIAXIALE, D'ESSAIS DE CISAILLEMENT DANS LES SOUDAGES ET D'ESSAIS DE PENETRATIONLAMBRECHTS JR; RIXNER JJ; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 551-565; BIBL. 5 REF.; 4 TAB. ; ILL.Conference Paper

DISCUSSION OF SOIL TESTING PRACTICES = DISCUSSION SUR LES TECHNIQUES D'ESSAIS SUR LES SOLSPOULOS SJ; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 659-666; BIBL. 3 REF.; 2 TAB. ; ILL.Conference Paper

NONLINEAR ANISOTROPIC STRESS-STRAIN-STRENGTH BEHAVIOR OF SOILS = COMPORTEMENT ANISOTROPIQUE NON LINEAIRE DES SOLS SOUMIS A DES CONTRAINTES, DEFORMATIONS ET CISAILLEMENTPREVOST JH; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 431-455; BIBL. 27 REF.; 2 TAB. ; ILL.Conference Paper

PRECONSOLIDATION PRESSURE PREDICTED USING S^U/RHO RATIO = PREVISION DE LA PRESSION PRECONSOLIDATION AU MOYEN DU RAPPORT S_U/RHOANDERSON TC; LUKAS RG; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 502-515; BIBL. 12 REF.; 3 TAB. ; ILL.Conference Paper

BEHAVIOR OF AN OVERCONSOLIDATED SENSITIVE CLAY IN DRAINED K^O-TRIAXIAL TESTS = LE COMPORTEMENT D'UNE ARGILE SENSIBLE SURCONSOLIDEE DANS LES ESSAIS DE COMPRESSION TRIAXIALE SUR ECHANTILLONS SECS K₀SILVESTRI VINCENZO; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 619-630; BIBL. 21 REF.; 1 TAB. ; ILL.Conference Paper

COMPARISON OF VARIOUS METHODS FOR DETERMINING K⁰ = COMPARAISON DE DIFFERENTES METHODES POUR DETERMINER K^OAL HUSSAINI MOSAID; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 78-93; BIBL. 7 REF.; 1 TAB. ; ILL.Conference Paper

DISCUSSION OF "STATE OF THE ART; LABORATORY STRENGTH TESTING OF SOILS" = DISCUSSION SUR: "L'ETAT DE LA QUESTION: LES ESSAIS EN LABORATOIRE DE LA RESISTANCE DES SOLS"LACASSE SUZANNE; VUCETIC MLADEN; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 633-637; BIBL. 6 REF.; ILL.Conference Paper

DISCUSSION OF "STATE OF THE ART; LABORATORY STRENGTH TESTING OF SOILS" = DISCUSSION SUR: "L'ETAT DE LA QUESTION: LES ESSAIS EN LABORATOIRE DE LA RESISTANCE DES SOLSCHRISTIAN JT; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 638-640; BIBL. 3 REF.Conference Paper

NORMALIZED STRESS-STRAIN FOR UNDRAINED SHEAR TESTS = ESSAIS NORMALISES DE CONTRAINTES ET DE DEFORMATIONS APPLIQUES A LA RESISTANCE AU CISAILLEMENT DE TERRAINS NON DRAINESDRNEVICH VP; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 387-409; BIBL. 9 REF.; 2 TAB. ; ILL.Conference Paper

TORSION SHEAR APPARATUS FOR SOIL TESTING = LE MATERIEL DE CISAILLEMENT PAR TORSION POUR LES CONTROLES DE SOLSLADE PV; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 145-163; BIBL. 6 REF.; ILL.Conference Paper

DISCUSSION ON LABORATORY SHEAR DEVICES = DISCUSSION SUR LES APPAREILS DE LABORATOIRE POUR LES ESSAIS DE CISAILLEMENTLADD CC; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 643-652; BIBL. 12 REF.; 1 TAB. ; ILL.Conference Paper

FIELD DENSITY, GRADATION, AND TRIAXIAL TESTING OF LARGE-SIZE ROCKFILL FOR LITTLE BLUE RUN DAM = ESSAIS SUR LE TERRAIN DE LA DENSITE, DES CLASSES GRANULOMETRIQUE ET DE LA COMPRESSION TRIAXIALE DU REMBLAI GROSSIER UTILISE POUR LE BARRAGE DE LITTLE BLUE RUNTHIERS GR; DONOVAN TD; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 315-325; BIBL. 4 REF.; 3 TAB. ; ILL.Conference Paper

SHEARING BEHAVIOR OF COMPACTED CLAY AFTER SATURATION = LE COMPORTEMENT AU CISAILLEMENT DES ARGILES TASSEES APRES SATURATIONLOVELL CW; JOHNSON JM; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 277-293; BIBL. 19 REF.; 5 TAB. ; ILL.Conference Paper

TENSILE PROPERTIES OF COMPACTED SOILS = LES PROPRIETES DES SOLS TASSES SOUS TRACTIONAL HUSSAINI MOSAID; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 207-225; BIBL. 11 REF.; 5 TAB. ; ILL.Conference Paper

THE CRITICAL-STATE PORE PRESSURE PARAMETER FROM CONSOLIDATED-UNDRAINED SHEAR TESTS = LE PARAMETRE DE LA PRESSION INTERSTITIELLE CRITIQUE DETERMINE PAR DES ESSAIS DE RESISTANCE AU CISAILLEMENT DE TERRAINS CONSOLIDES NON DRAINESMAYNE PW; SWANSON PG; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 410-430; BIBL. 107 REF.; 1 TAB. ; ILL.Conference Paper

THE NEED FOR PORE PRESSURE INFORMATION FROM SHEAR TESTS = SUR LA NECESSITE DE POUVOIR DISPOSER DE DOCUMENTATION SUR LA PRESSION DANS LES PORES A PARTIR D'ESSAIS DE CISAILLEMENTSHIELDS DH; SKERMER NA; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 610-618; BIBL. 5 REF.; ILL.Conference Paper

A NEW CONTROL SYSTEM FOR SOILS TESTING = NOUVEAU SYSTEME DE CONTROLE POUR LES ESSAIS DE SOLSMITCHELL RJ; YONG RN ED; TOWNSEND FC ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 180-190; ILL.Conference Paper

PLANE-STRAIN TESTING OF SAND = ESSAIS DE DEFORMATION PLANE DU SABLEMARACHI N DEAN; DUNCAN JM; CHAN CK et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 294-302; BIBL. 9 REF.; 1 TAB. ; ILL.Conference Paper