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Results: 1-21 |
Results: 21
FLUID-DYNAMICS BASED PREDICTION OF LIQUEFACTION-INDUCED LATERAL SPREADING
Authors: UZUOKA R YASHIMA A KAWAKAMI T KONRAD JM
Citation: R. Uzuoka et al., FLUID-DYNAMICS BASED PREDICTION OF LIQUEFACTION-INDUCED LATERAL SPREADING, Computers and geotechnics, 22(3-4), 1998, pp. 243-282
SAND STATE FROM CONE PENETROMETER TESTS - A FRAMEWORK CONSIDERING GRAIN CRUSHING STRESS
Authors: KONRAD JM
Citation: Jm. Konrad, SAND STATE FROM CONE PENETROMETER TESTS - A FRAMEWORK CONSIDERING GRAIN CRUSHING STRESS, Geotechnique, 48(2), 1998, pp. 201-215
PREDICTION OF THE SPACING BETWEEN THERMAL CONTRACTION CRACKS IN ASPHALT PAVEMENTS
Authors: KONRAD JM SHEN M
Citation: Jm. Konrad et M. Shen, PREDICTION OF THE SPACING BETWEEN THERMAL CONTRACTION CRACKS IN ASPHALT PAVEMENTS, Canadian journal of civil engineering, 24(2), 1997, pp. 288-302
DESICCATION OF A SENSITIVE CLAY - FIELD EXPERIMENTAL-OBSERVATIONS
Authors: KONRAD JM AYAD R
Citation: Jm. Konrad et R. Ayad, DESICCATION OF A SENSITIVE CLAY - FIELD EXPERIMENTAL-OBSERVATIONS, Canadian geotechnical journal, 34(6), 1997, pp. 929-942
DESICCATION OF A SENSITIVE DAY - APPLICATION OF THE MODEL CRACK
Authors: AYAD R KONRAD JM SOULIE M
Citation: R. Ayad et al., DESICCATION OF A SENSITIVE DAY - APPLICATION OF THE MODEL CRACK, Canadian geotechnical journal, 34(6), 1997, pp. 943-951
ULTIMATE STATE OF RECONSTITUTED AND INTACT SAMPLES OF DELTAIC SAND
Authors: KONRAD JM POULIOT N
Citation: Jm. Konrad et N. Pouliot, ULTIMATE STATE OF RECONSTITUTED AND INTACT SAMPLES OF DELTAIC SAND, Canadian geotechnical journal, 34(5), 1997, pp. 737-748
AN IDEALIZED FRAMEWORK FOR THE ANALYSIS OF COHESIVE SOILS UNDERGOING DESICCATION
Authors: KONRAD JM AYAD R
Citation: Jm. Konrad et R. Ayad, AN IDEALIZED FRAMEWORK FOR THE ANALYSIS OF COHESIVE SOILS UNDERGOING DESICCATION, Canadian geotechnical journal, 34(4), 1997, pp. 477-488
IN-SITU SAND STATE FROM CPT - EVALUATION OF A UNIFIED APPROACH AT 2 CANLEX SITES
Authors: KONRAD JM
Citation: Jm. Konrad, IN-SITU SAND STATE FROM CPT - EVALUATION OF A UNIFIED APPROACH AT 2 CANLEX SITES, Canadian geotechnical journal, 34(1), 1997, pp. 120-130
2-D FROST ACTION MODELING USING THE SEGREGATION POTENTIAL OF SOILS
Authors: KONRAD JM SHEN M
Citation: Jm. Konrad et M. Shen, 2-D FROST ACTION MODELING USING THE SEGREGATION POTENTIAL OF SOILS, Cold regions science and technology, 24(3), 1996, pp. 263-278
EFFECT OF AGING ON THE PENETRATION RESISTANCE OF SANDS - DISCUSSION
Authors: KONRAD JM
Citation: Jm. Konrad, EFFECT OF AGING ON THE PENETRATION RESISTANCE OF SANDS - DISCUSSION, Canadian geotechnical journal, 33(3), 1996, pp. 523-524
SAND SAMPLING BELOW THE WATER-TABLE USING THE 200 MM DIAMETER LAVAL SAMPLER
Authors: KONRAD JM STLAURENT S GILBERT F LEROUEIL S
Citation: Jm. Konrad et al., SAND SAMPLING BELOW THE WATER-TABLE USING THE 200 MM DIAMETER LAVAL SAMPLER, Canadian geotechnical journal, 32(6), 1995, pp. 1079-1086
UNDRAINED SHEAR-STRENGTH FOR LIQUEFACTION FLOW FAILURE ANALYSIS
Authors: KONRAD JM WATTS BD
Citation: Jm. Konrad et Bd. Watts, UNDRAINED SHEAR-STRENGTH FOR LIQUEFACTION FLOW FAILURE ANALYSIS, Canadian geotechnical journal, 32(5), 1995, pp. 783-794
FIELD OBSERVATIONS OF FROST ACTION IN INTACT AND WEATHERED CHAMPLAIN SEA CLAY
Authors: KONRAD JM BERGERON G ROY M LAROCHELLE P LEROUEIL S
Citation: Jm. Konrad et al., FIELD OBSERVATIONS OF FROST ACTION IN INTACT AND WEATHERED CHAMPLAIN SEA CLAY, Canadian geotechnical journal, 32(4), 1995, pp. 689-700
EFFECTS OF FREEZE-THAW CYCLES ON PROPERTI ES OF SENSITIVE CLAY
Authors: ROY M BERGERON G LAROCHELLE P LEROUEIL S KONRAD JM
Citation: M. Roy et al., EFFECTS OF FREEZE-THAW CYCLES ON PROPERTI ES OF SENSITIVE CLAY, Canadian geotechnical journal, 32(4), 1995, pp. 725-740
ANALYSIS OF LIQUEFACTION AND UNDRAINED BE HAVIOR OF SANDS OF THE KENAMU-DELTA (ADFEX PROJECT)
Authors: COUTURE R KONRAD JM LOCAT J
Citation: R. Couture et al., ANALYSIS OF LIQUEFACTION AND UNDRAINED BE HAVIOR OF SANDS OF THE KENAMU-DELTA (ADFEX PROJECT), Canadian geotechnical journal, 32(1), 1995, pp. 137-155
PORE PRESSURE MEASUREMENTS DURING FREEZING OF AN OVERCONSOLIDATED CLAYEY SILT
Authors: SETO JTC KONRAD JM
Citation: Jtc. Seto et Jm. Konrad, PORE PRESSURE MEASUREMENTS DURING FREEZING OF AN OVERCONSOLIDATED CLAYEY SILT, Cold regions science and technology, 22(4), 1994, pp. 319-338
FROST HEAVE CHARACTERISTICS OF A CLAYEY SILT SUBJECTED TO SMALL TEMPERATURE-GRADIENTS
Authors: KONRAD JM NIXON JF
Citation: Jm. Konrad et Jf. Nixon, FROST HEAVE CHARACTERISTICS OF A CLAYEY SILT SUBJECTED TO SMALL TEMPERATURE-GRADIENTS, Cold regions science and technology, 22(3), 1994, pp. 299-310
16TH CANADIAN GEOTECHNICAL COLLOQUIUM - FROST HEAVE IN SOILS - CONCEPTS AND ENGINEERING
Authors: KONRAD JM
Citation: Jm. Konrad, 16TH CANADIAN GEOTECHNICAL COLLOQUIUM - FROST HEAVE IN SOILS - CONCEPTS AND ENGINEERING, Canadian geotechnical journal, 31(2), 1994, pp. 223-245
FROST HEAVE CHARACTERISTICS OF UNDISTURBED SENSITIVE CHAMPLAIN SEA CLAY
Authors: KONRAD JM SETO JTC
Citation: Jm. Konrad et Jtc. Seto, FROST HEAVE CHARACTERISTICS OF UNDISTURBED SENSITIVE CHAMPLAIN SEA CLAY, Canadian geotechnical journal, 31(2), 1994, pp. 285-298
UNDRAINED CYCLIC LOADING OF ANISOTROPICALLY CONSOLIDATED CLAYEY SILTS
Authors: KONRAD JM WAGG BT
Citation: Jm. Konrad et Bt. Wagg, UNDRAINED CYCLIC LOADING OF ANISOTROPICALLY CONSOLIDATED CLAYEY SILTS, Journal of geotechnical engineering, 119(5), 1993, pp. 929-949
A MODEL FOR WATER TRANSPORT AND ICE LENSING IN FREEZING SOILS
Authors: KONRAD JM DUQUENNOI C
Citation: Jm. Konrad et C. Duquennoi, A MODEL FOR WATER TRANSPORT AND ICE LENSING IN FREEZING SOILS, Water resources research, 29(9), 1993, pp. 3109-3124
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