Table Of Contente 4 i
= BATS 41
LSEVIER Engineering Geology 64 (2002) 387
www.clsevier.com /locate /enggeo
Author Index Volume 64
Alonso, E.E., 251, 297 Ledesma, A., 91
Armand, G., 117 Lee, C.F., 65
Li, X.L., 179
Barnichon, J.-D., 217 Lloret, A., 91
Bell, F.G., 19
Bhasin, R., 351 Mallants, D., 287
Blatz, J., 147 Molinero, J., 369
Boulon, M., 117 Moon, V., 41
Charlier, R., 179 Ngai, Y.Y., 65
Collin, F., 179
Cui, Y.J., 135, 233 Ortiz, L., 287
Osada, M., |
Dai, F.C., 65 Osaka, O., 339
De Bruyn, D., 309 Oscarson, D., 273
Delage, P., 135, 233
Delahaye, C.H., 251 Pellegrini, R., 195
Dhawan, A.K., 351 Pintado, X., 91
Divoux, P., 117
Radu, J.P., 179
Garcia-Molina, A., 297 Rajapakse, R.K.N.D., 147
Gens, A., 297
Graham, J., 147, 273 Samper, J., 369
Gray, M., 147, 273 Saotome, A., |
Grimstad, E., 351 Selvadurai, A.P.S., 157
Guimaraes, L.N., 297 Simpson, C.J., 41
Singh, R., 351
Halayko, K.G., 273 Sugiyama, H., |
Hatheway, A.W., 317 Sultan, N., 135
Hoteit, N., 117
Hueckel, T., 195 Tamrakar, N.K., 339
Hume, H., 273 Tang, G.X., 147
Jermy, C.A., 19 Venkatachalam, K., 351
Juanes, R., 369 Verma, S.K., 351
Volckaert, G., 287
Kirkham, T., 273
Yahia-Aissa, M., 233
Labat, S., 309 Yokota, S., 339
Larsen, J.O., 351 Yoshinaka, R., |
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ER Engineering Geology 64 (2002) 389-392
www.elsevier.com /locate /enggeo
Subject Index Volume 64
Advection section; Mean plane of joint; Constitutive modelling
Clay; Clay-sand mixtures; Compaction; Unsaturated; 117
Gas; Capillarity; Break-through 273 Capillarity
Anaerobic conditions Clay; Clay-sand mixtures; Compaction; Unsaturated;
Two-phase flow; Clays; Methanogenic bacteria; Sul- Gas; Advection; Break-through 273
fate-reducing bacteria; Radioactive waste disposal 287 Chemo-plasticity
Aspi island Clays; Natural analog; Nuclear waste disposal; Re-
Numerical modeling; Tunneling; Groundwater inflows; smectitization 195
Inner-moving boundaries; Fractured rocks 369 Clay
ATLAS Clay—sand mixtures; Compaction; Unsaturated; Gas;
THM test; Heat generation 309 Capillarity; Advection; Break-through 273
Buffer; Rock; Thermo—hydro—mechanical analyses;
Backanalysis
Diffusion 297
Laboratory test; Unsaturated soil; Unsaturated flow;
Clay barriers
Temperature; Swelling clay 91
Engineered geological barriers; Pressurized moisture
Bentonite
influx; Borehole emplacement; Hygro-thermal effects;
Suction; Psychrometer; Osmotic suction; Triaxial;
Bentonite—sand buffer 157
Strength 147
Clays
Bentonite—sand buffer
Constitutive modelling; Temperature effects; Effects of
Engineered geological barriers; Clay barriers; Pressur-
over consolidation ratio (OCR); Elastoplasticity; Plastic
ized moisture influx; Borehole emplacement; Hygro-
mechanisms 135
thermal effects 157
Chemo-plasticity; Natural analog; Nuclear waste dis-
Boom clay
posal; Re-smectiuzation 195
Gallery excavation; Bounding plasticity; Numerical
Two-phase flow; Methanogenic bacteria; Sulfate-reduc-
modelling; Hydraulic perturbation 217
ing bacteria; Radioactive waste disposal; Anaerobic
Borehole emplacement
conditions 287
Engineered geological barriers; Clay barriers; Pressur-
Clay-—sand mixtures
ized moisture influx; Hygro-thermal effects; Bentonite—
Clay; Compaction; Unsaturated; Gas; Capillarity; Ad-
sand buffer 157
vection; Break-through 273
Bounding plasticity
Compaction
Gallery excavation; Boom clay; Numerical modelling;
Clay; Clay—sand mixtures; Unsaturated; Gas; Capillar-
Hydraulic perturbation 217
ity; Advection; Break-through 73
Break-through
Constitutive modelling
Clay; Clay—sand mixtures; Compaction; Unsaturated;
Direct shear; Shear machine; Natural discontinuity;
Gas; Capillarity; Advection 273
Calcite healing; Granodiorite; High normal stress; Stress
Buffer
path; Thin section; Mean plane of joint 117
Rock; Clay; Thermo—hydro-—mechanical analyses; Dif-
Clays; Temperature effects; Effects of over consolida-
fusion 297
tion ratio (OCR); Elastoplasticity; Plastic mechanisms
Calcite healing 135
Direct shear; Shear machine; Natural discontinuity; Constitutive relationship
Granodiorite; High normal stress; Stress path; Thin Engineered clay barriers; Suction control; Physico-
390 Subject Index Volume 64
chemical effects; Volume change reversibility; Critical Gallery excavation
swelling curve 233 Boom clay; Bounding plasticity; Numerical modelling;
Critical swelling curve Hydraulic perturbation 217
Engineered clay barriers; Suction control; Physico- Gas
chemical effects; Volume change reversibility; Consti- Clay; Clay—sand mixtures; Compaction; Unsaturated;
tutive relationship 233 Capillarity; Advection; Break-through 273
Gas migration
Soil heterogeneity; Preferential paths 251
Diffusion Geodurability classification
Buffer; Rock; Clay; Thermo—hydro—mechanical analy- Facies; Strength; Durability; Roof stability; Floor heave
ses 297 19
Direct shear Giant volcanic landslide
Shear machine; Natural discontinuity; Calcite healing; Slump; Landslide hazard; Soft rocks; Weathered rocks
Granodiorite; High normal stress; Stress path; Thin
4]
section; Mean plane of joint; Constitutive modelling
Grain size distribution
117
Volcanic breccia; Material property; Stereology;
Durability Equotip Hardness Tester 1
Facies; Strength; Roof stability; Floor heave; Geodura- Granodiorite
bility classification 19
Direct shear; Shear machine; Natural discontinuity;
Calcite healing; High normal stress; Stress path; Thin
section; Mean plane of joint; Constitutive modelling
Effects of over consolidation ratio (OCR)
117
Clays; Constitutive modelling: Temperature effects;
Groundwater inflows
Elastoplasticity; Plastic mechanisms 135
Numerical modeling; Tunneling; Inner-moving bound-
Elastoplasticity
aries; Fractured rocks; Aspé island 369
Clays; Constitutive modelling; Temperature effects; Ef-
fects of over consolidation ratio (OCR); Plastic mecha-
nisms 135 Heat generation
Engineered clay barriers
ATLAS; THM test 309
Suction control; Physicochemical effects; Volume High normal stress
change reversibility; Critical swelling curve; Constitu-
Direct shear; Shear machine; Natural discontinuity;
live relationship 233
Calcite healing; Granodiorite; Stress path; Thin section;
Engineered geological barriers Mean plane of joint: Constitutive modelling 117
Clay barriers; Pressurized moisture influx; Borehole Hydraulic perturbation
emplacement; Hygro-thermal effects; Bentonite—sand
Gallery excavation; Boom clay; Bounding plasticity;
buffer 157 Numerical modelling 217
Equotip Hardness Tester
Hygro-thermal effects
Volcanic breccia; Material property; Grain size distri-
Engineered geological barriers; Clay barriers; Pressur-
bution; Stereology 1
ized moisture influx; Borehole emplacement; Ben-
tonite—sand buffer 157
Facies
Strength; Durability; Roof stability; Floor heave; Geo-
Inner-moving boundaries
durability classification 19
Numerical modeling; Tunneling; Groundwater inflows;
Floor heave
Fractured rocks; Asp6 island 369
Facies; Strength; Durability; Roof stability; Geodurabil-
ity classification 19
Former manufactured gas plants Laboratory test
Site and waste characterization; Semi-volatile organic Backanalysis; Unsaturated soil; Unsaturated flow; Tem-
wastes 317 perature; Swelling clay 91
Fractured rocks Landslide
Numerical modeling; Tunneling; Groundwater inflows; Topple; Slide; Nepal; Siwalik Group; Siwalik Hills
Inner-moving boundaries; Aspé island 369 339
Subject Index Volume 64
Landslide hazard Precipitation
Giant volcanic landslide; Slump; Soft rocks; Weathered Landslides; Sikkim; Weathering; Rock joints 351
rocks 41 Preferential paths
Landslides Soil heterogeneity; Gas migration 251
Probability; Runout behavior; Vulnerability; Risk 65 Pressurized moisture influx
Sikkim; Precipitation; Weathering; Rock joints 351 Engineered geological barriers; Clay barriers; Borehole
emplacement; Hygro-thermal effects; Bentonite—sand
Material property buffer 157
Volcanic breccia; Grain size distribution; Stereology; Probability
Equotip Hardness Tester 1 Landslides; Runout behavior; Vulnerability; Risk 65
Mean plane of joint Psychrometer
Direct shear; Shear machine; Natural discontinuity; Bentonite; Suction; Osmotic suction; Triaxial; Strength
Calcite healing; Granodiorite; High normal stress; Stress 147
path; Thin section; Constitutive modelling 117
Methanogenic bacteria
Radioactive waste disposal
Two-phase flow; Clays; Sulfate-reducing bacteria; Ra-
Two-phase flow; Clays; Methanogenic bacteria; Sul-
dioactive waste disposal; Anaerobic conditions 287
fate-reducing bacteria; Anaerobic conditions 287
Multiphase flow
Re-smectitization
Unsaturated soil; Suction; Numerical modelling 179
Chemo-plasticity; Clays; Natural analog; Nuclear waste
disposal 195
Natural analog
Risk
Chemo-plasticity; Clays; Nuclear waste disposal; Re-
Landslides; Probability; Runout behavior; Vulnerability
smectitization 195
65
Natural discontinuity
Rock
Direct shear; Shear machine; Calcite healing; Granodi-
Buffer; Clay; Thermo-—hydro—mechanical analyses;
orite; High normal stress; Stress path; Thin section;
Diffusion 297
Mean plane ofj oint; Constitutive modelling 117
Rock joints
Nepal
Landslides; Sikkim; Precipitation; Weathering 351
Landslide; Topple; Slide; Siwalik Group; Siwalik Hills
Roof stability
339
Facies; Strength; Durability; Floor heave; Geodurability
Nuclear waste disposal
classification 19
Chemo-plasticity; Clays; Natural analog; Re-smectitiza-
Runout behavior
tion 195
Landslides; Probability; Vulnerability; Risk 65
Numerical modeling
Tunneling; Groundwater inflows; Inner-moving bound-
Semi-volatile organic wastes
aries; Fractured rocks; Aspé island 369
Site and waste characterization; Former manufactured
Numerical modelling
gas plants 317
Unsaturated soil; Suction; Multiphase flow 179
Shear machine
Gallery excavation; Boom clay; Bounding plasticity;
Direct shear; Natural discontinuity; Calcite healing;
Hydraulic perturbation 217
Granodiorite; High normal stress; Stress path; Thin
Osmotic suction section; Mean plane of joint; Constitutive modelling
Bentonite; Suction; Psychrometer; Triaxial; Strength 117
147 Sikkim
Landslides; Precipitation; Weathering; Rock joints
Physicochemical effects 351
Engineered clay barriers; Suction control; Volume Site and waste characterization
change reversibility; Critical swelling curve; Constitu- Former manufactured gas plants; Semi-volatile organic
tive relationship 233 wastes 317
Plastic mechanisms Siwalik Group
Clays; Constitutive modelling; Temperature effects; Ef- Landslide; Topple: Slide; Nepal: Siwalik Hills 339
fects of over consolidation ratio (OCR); Elastoplasticity Siwalik Hills
135 Landslide; Topple; Slide; Nepal; Siwalik Group 339
392 Subject Index Volume 64
Slide Thermo—hydro—mechanical analyses
Landslide; Topple; Nepal; Siwalik Group; Siwalik Hills Buffer; Rock; Clay; Diffusion 297
339 Thin section
Slump Direct shear; Shear machine; Natural discontinuity;
Giant volcanic landslide; Landslide hazard; Soft rocks: Calcite healing; Granodiorite; High normal stress; Stress
Weathered rocks 41 path; Mean plane of joint; Constitutive modelling 117
Soft rocks THM test
Giant volcanic landslide; Slump; Landslide hazard; ATLAS; Heat generation 309
Weathered rocks 41 Topple
Soil heterogeneity Landslide; Slide; Nepal; Siwalik Group; Siwalik Hills
Preferential paths; Gas migration 251 339
Stereology Triaxial
Volcanic breccia; Material property; Grain size distri- Bentonite; Suction; Psychrometer; Osmotic suction;
bution; Equotip Hardness Tester | Strength 147
Strength Tunneling
Facies; Durability; Roof stability; Floor heave; Geo- Numerical modeling; Groundwater inflows; Inner-mov-
durability classification 19 ing boundaries; Fractured rocks; Aspé island 369
Bentonite; Suction; Psychrometer; Osmotic §s uction; Two-phase flow
Triaxial 147 Clays; Methanogenic bacteria: Sulfate-reducing bacte-
Stress path ria; Radioactive waste disposal; Anaerobic conditions
Direct shear; Shear machine; Natural discontinuity; 287
Calcite healing; Granodiorite; High normal stress; Thin
Unsaturated
section; Mean plane of joint; Constitutive modelling
Clay; Clay-sand mixtures; Compaction; Gas; Capillar-
117
ity; Advection; Break-through 273
Suction
Unsaturated flow
Bentonite; Psychrometer; Osmotic suction; Triaxial;
Laboratory test; Backanalysis; Unsaturated soil; Tem-
Strength 147
perature; Swelling clay 91
Unsaturated soil; Multiphase flow; Numerical mod-
Unsaturated soil
elling 179
Laboratory test; Backanalysis; Unsaturated flow; Tem-
Suction control
perature; Swelling clay 91
Engineered clay barriers; Physicochemical effects; Vol-
Suction; Multiphase flow; Numerical modelling 179
ume change reversibility; Critical swelling curve; Con-
sututive relationship 233
Volcanic breccia
Sulfate-reducing bacteria
Material property; Grain size distribution; Stereology:
Two-phase flow; Clays; Methanogenic bacteria; Ra-
Equotip Hardness Tester 1
dioactive waste disposal; Anaerobic conditions 287
Volume change reversibility
Swelling clay
Engineered clay barriers; Suction control; Physico-
Laboratory test; Backanalysis; Unsaturated soil; Unsat-
chemical effects; Critical swelling curve; Constitutive
urated flow; Temperature 91
relationship 233
Vulnerability
Temperature
Landslides; Probability; Runout behavior; Risk 65
Laboratory test; Backanalysis; Unsaturated soil; Unsat-
urated flow; Swelling clay 91 Weathered rocks
Temperature effects Giant volcanic landslide; Slump; Landslide hazard; Soft
Clays: Constitutive modelling; Effects of over consoli- rocks 41
dation ratio (OCR); Elastoplasticity; Plastic mecha- Weathering
nisms 135 Landslides; Sikkim; Precipitation; Rock joints 351
