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ULTIMATE BEHAVIOUR OF ROCK STRUCTURES.MORGENSTERN NR.1968; ROCK.MECHANICS.IN.ENGINEERING.PRACTICE.EDITORS.STAGG.K.G.ZIENKIEWICZ..C.; 1968, P. 321 A 351Miscellaneous

GEOTECHNICAL BEHAVIOUR OF CLAY SHALES. AN OVERVIEW = COMPORTEMENT GEOTECHNIQUE DES SCHISTES ARGILEUX. UNE REVUEMORGENSTERN NR.1979; SIMPOSIO INTERNACIONAL DE MECANICA DE SUELOS./1979/OAXACA; MEX; MEXICO: SOCIEDAD MEXICANA DE SUELOS; DA. 1979; VOL. 1; PP. 29-42; BIBL. 55 REF.; 11 ILL.Conference Paper

GEOTECHNICAL ENGINEERING AND FRONTIER RESOURCE DEVELOPMENT = INGENIERIE GEOTECHNIQUE ET PROBLEMES DU DEVELOPPEMENT DES RESSOURCES FRONTALIERESMORGENSTERN NR.1981; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1981; VOL. 31; NO 3; PP. 305-365; ABS. FRE; BIBL. 3 P.Article

SUBMARINE SLUMPING AND THE INITIATION OF TURBIDITY CURRENTS.MORGENSTERN NR.1967; MARINE.GEOTECHNIQUE.UNIV.ILLINOIS.PRESS.EDITOR.RICHARDS.A.F.; 1967, P. 189 A 220Miscellaneous

ROLE OF EFFECTIVE STRESSES IN EARTH BEHAVIOURMORGENSTERN NR.sdIN: PROC. 7TH CAN. ROCK MECH. SYMP.; EDMONTON; 1971; OTTAWA MINES BRANCH DEP. ENERGY, MINES RESOUR. ,1972, P. 15 A 18Miscellaneous

SUBMARINE SLUMPING AND THE INITIATION OF TURBIDITY CURRENTS.MORGENSTERN NR.1967; IN:"MAR.GEOTECH.PROC.INTERNATION.RES.CONF.MONTICELLO-ILL-1966".URBANAC HICAGO-LONDON-UNIV.ILLINOIS.PRESS.; 1967, P. 189 A 220Miscellaneous

GEOTECHNICAL ENGINEERING AND FRONTIER RESOURCE DEVELOPMENT = GENIE GEOTECHNIQUE ET DEVELOPPEMENT DES RESSOURCES DES REGIONS FRONTALIERESMORGENSTERN NR.1981; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1981; VOL. 31; NO 3; PP. 303-365; ABS. FRE; BIBL. 79 REF.Article

MOBILE SOIL AND ROCK FLOWSMORGENSTERN NR.1978; GEOTECH. ENGNG; THA; DA. 1978; VOL. 9; NO 2; PP. 123-141; BIBL. 4 REF.; 20 ILL.Article

CONSTRUCTION PORE PRESSURES IN EMBANKMENTS = LES PRESSIONS DE PORES DUES A LA CONSTRUCTION DES REMBLAISKOPPULA SD; MORGENSTERN NR.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 588-595; BIBL. 13 REF.; ILL.Conference Paper

EFFECTS OF APPLIED PRESSURE ON FREEZING SOILS = L'EFFET DES SURCHARGES SUR LES SOLS GELESKONRAD JM; MORGENSTERN NR.1982; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1982; VOL. 19; NO 4; PP. 494-505; ABS. FRE; BIBL. 15 REF.Article

PHENOMENOLOGICAL MODEL FOR ROCK WITH TIME-DEPENDENT STRENGTH = MODELE PHENOMENOLOGIQUE DE LA RESISTANCE MECANIQUE DES ROCHES EN FONCTION DU TEMPSKAISER PK; MORGENSTERN NR.1981; INT. J. ROCK MECH. MIN. SCI.; ISSN 0020-7624; GBR; DA. 1981; VOL. 18; NO 2; PP. 153-165; BIBL. 21 REF.; ILL.Article

LOCKED SANDSDUSSEAULT MB; MORGENSTERN NR.1979; QUART. J. ENGNG GEOL.; GBR; DA. 1979; VOL. 12; NO 2; PP. 117-131; BIBL. 23 REF.Article

THE ULTIMATE FRICTIONAL RESISTANCE OF ROCK DISCONTINUITIESKRAHN J; MORGENSTERN NR.1979; INTERNATION. J. ROCK MECH. MING SCI.; GBR; DA. 1979; VOL. 16; NO 2; PP. 127-133; BIBL. 11 REF.; 11 ILL.Article

FACTORS AFFECTING DISTRIBUTION OF LANDSLIDES ALONG RIVERS IN SOUTHERN ALBERTA.THOMSON S; MORGENSTERN NR.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. IV.73-IV.95; ABS. FR.; BIBL. 17 REF.Conference Paper

SIMPLE SHEAR CREEP TESTS ON FROZEN SOILS = ESSAIS DE CISAILLEMENT SIMPLE DU AU FLUAGE DANS DES SOLS GELESWEAVER JS; MORGENSTERN NR.1981; REV. CANAD. GEOTECH.; CAN; DA. 1981; VOL. 18; NO 2; PP. 217-229; BIBL. 22 REF.Article

TIME-DEPENDENT DEFORMATION OF SMALL TUNNELS. I: EXPERIMENTAL FACILITIES. II. TYPICAL TEST DATAKAISER PK; MORGENSTERN NR.1981; INT. J. ROCK MECH. MIN. SCI.; ISSN 0020-7624; GBR; DA. 1981; VOL. 18; NO 2; PP. 129-152; BIBL. 15 REF.Article

THE ENERGETICS OF AN ABLATING HEADSCARP IN PERMAFROST = BILAN D'ENERGIE DE L'ABLATION D'UN ESCARPEMENT SUPERIEUR DANS LE PERMAFROSTPUFAHL DE; MORGENSTERN NR.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 487-497; ABS. FRE; BIBL. 17 REF.; 1 TAB. ; ILL./TABL.Article

STABILIZATION OF PLANAR LANDSLIDES IN PERMAFROST = STABILISATION DES GLISSEMENTS DE TERRAINS DE FORME PLANE DANS LES REGIONS DE PERMAFROSTPUFAHL DE; MORGENSTERN NR.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 4; PP. 734-747; ABS. FRE; BIBL. 24 REF.Article

DIRECT SHEAR TESTS ON NATURAL FINE-GRAINED PERMAFROST SOILSROGGENSACK WD; MORGENSTERN NR.1978; INTERNATIONAL CONFERENCE ON PERMAFROST. 3/1978-07-10/EDMONTON, ALBERTA; CAN; OTTAWA: NATIONAL RESEARCH COUNCIL OF CANADA; DA. 1978; 728-735; ABS. FRE/RUS; BIBL. 12 REF.; 11 ILL.Conference Paper

AN ANALYSIS OF THE PERFORMANCE OF A WARM-OIL PIPELINE IN PERMAFROST, INUVIK, N.W.T = UNE ANALYSE DES PERFORMANCES DES PIPELINES D'HUILE CHAUDE DANS LE PERMAFROST INUVIK TNOMORGENSTERN NR; NIXON JF.1975; REV. CANAD. GEOTECH.; CANADA; DA. 1975; VOL. 12; NO 2; PP. 199-208; ABS. FR.; BIBL. 8 REF.Article

MICROSCOPIC STRUCTURES IN KAOLIN SUBJECTED TO DIRECT SHEAR.MORGENSTERN NR; TCHALENKO JS.1969; GEOTECHNIQUE; GBR; 1969(9), VOL. 19, NUM. 0003, P. 426 A 427Miscellaneous

SIMPLE SHEAR CREEP TESTS ON FROZEN SOILS = ESSAIS DE FLUAGE PAR CISAILLEMENT SIMPLE DE SOLS GELESWEAVER JS; MORGENSTERN NR.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-05; VOL. 18; NO 2; PP. 217-229; ABS. FRE; BIBL. 23 REF.; 1 TAB. ; ILL.Article

OBSERVATIONS ON MOISTURE MIGRATION IN FROZEN SOILS = OBSERVATIONS SUR LA MIGRATION DE L'HUMIDITE DANS LES SOLS GELESMAGEAU DW; MORGENSTERN NR.1980; REV. CANAD. GEOTECH.; CAN; DA. 1980; VOL. 17; NO 1; PP. 54-60; ABS. FRE; BIBL. 12 REF.Article

A MECHANISTIC THEORY OF ICE LENS FORMATION IN FINE-GRAINED SOILS = MECANISME THEORIQUE DE LA FORMATION DES PARTICULES DE GLACE DANS DES SOLS FINSKONRAD JM; MORGENSTERN NR.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 473-486; ABS. FRE; BIBL. 16 REF.Article

METHODS OF STABILITY ANALYSISMORGENSTERN NR; SANGREY DA.1979; LANDSLIDES. ANALYSIS AND CONTROL; USA; WASHINGTON: NATIONAL ACAD. SCI.; DA. 1979; PP. 155-171; BIBL. 2 P.; 22 ILL.Book Chapter

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