Geotechnical Testing Journal Index to Volume 14 1991 and C. C. Ladd (Menzies and Hooker), samples by the thermal probe method Issue Pages March, 110 (Bellotti, Ghionna, and Morabito), June, Axial load cells: Design and performance of 195 March 1-120 the Imperial College instrumented pile Capillary phenomena: Resonant column tests June 121-230 (Bond, Jardine, and Dalton), Dec., 413 on partially saturated sands (Qian, Gray, September 231-338 and Woods), Sept., 266 4 December 339-479 Carino, N. J.: see Lin, Y., Sansalone, M., and Carino, N. J. Centrifuges B Simulation of climatic conditions in centri- Back pressure: Effects of back pressure on fuge model tests (Craig, Bujany, and geotextile transmissivity tests (Huang, Holtz, Merrifield), Dec., 406 A and Wilcox), Dec., 395 Soil column drainage modelling using a geo- Abedinzadeh, R.: see Yudhbir and Abedin- Baez, J. I.: see Borden, R. H. and Baez, J. I. technical centrifuge (Cooke and Mitch- zadeh, R. Bauer, G. E.: see Fatani, M. N., Bauer, G. ell), Sept., 323 Abraham, B. M.: see Sridharan, A., Jose, B. E., and Al-Joulani, N. Chang, C.-Y.: see Chang, D. T.-T., Chiang, T., and Abraham, B. M. Bekkouche, N.: see Silvestri, V., Sarkis, G., C.-E., and Chang, C.-Y. Acar, Y. B., Puppala, A. J., and Seals, R. K.: Bekkouche, N., Soulie, M., and Tabib, C. Chang, D. T.-T., Chiang, C.-E., and Chang, Calibration of a dynamic penetrometer for Bellotti, R., Ghionna, V. N., and Morabito, C.-Y.: Modified testing device to evaluate compaction quality control of boiler slag, P.: Uniformity tests in calibration chamber My properties on fly ash treated subgrade March, 56 samples by the thermal probe method, June, soil, March, 88 Accuracy: Development of a combination in- 195 Chiang, C.-E.: see Chang, D. T.-T., Chiang, clinometer-deflectometer and ADAAS Benoit, J.: see Atwood, M. J. and Benoit, J. C.-E., and Chang, C.-Y. (Kumbhojkar, Israel, Arnstan, and Lee), Bergado, D. T., Daria, P. M., Sampaco, C. Chu, J.: see Lo, S.-C. R. and Chu, J. Dec., 451 L., and Alfaro, M. C.: Prediction of em- Clays Alfaro, M. C.: see Bergado, D. T., Daria, P. bankment settlements by in-situ tests, Dec., Clay calibration chamber for testing field M., Sampaco, C. L., and Alfaro, M. C. 425 devices (Anderson, Pyrah, and Fryer), Al-Joulani, N.: see Fatani, M. N., Bauer, G. Bianchini, G., Saada, A., Puccin, P., Lanier, Dec., 440 E., and Al-Joulani, N. J., and Zitouni, Z.: Complex stress paths Clay-on-steel ring shear tests and their im- Anderson, W. F., Pyrah, I. C., and Fryer, S. and validation of constitutive models, March, plications for displacement piles (Tika- J.: Clay calibration chamber for testing field 13 Vassilikos), Dec., 457 devices, Dec., 440 Blaney, G. W. and O’ Neill, W. O.: Procedures Determination of clay size fraction of ma- Anisotropy for prediction of dynamic lateral pile group rine clays (Sridharan, Jose, and Abra- Anisotropy of normally consolidated San response in clay from single pile tests, March, ham), March, 203 Francisco Bay mud (Kirkgard and Lade), 3 Effective stress hyperbolic stress-strain pa- Sept., 231 Bluemel, W. F.: see Dif, A. E. and Bluemel, rameters for clay (Stark and Vettel), June, Stress nonuniformities in hollow cylinder W. F. 146 torsional specimens (Wijewickreme and Bond, A. J., Jardine, R. J., and Dalton, J. C. Hydrodynamic aspects in the rotating cyl- Vaid), Dec., 349 P.: Design and performance of the Imperial inder erosivity test (Rohan and Le- Arnstan, D.: see Kumbhojkar, A. S., Israel, College instrumented pile, Dec., 413 febvre), June, 166 T. D., Arnstan, D., and Lee, S. M. Borden, R. H. and Baez, J. I.: Testing tech- Large-scale laboratory permeability testing Atwood, M. J. and Benoit, J.: Sled for in situ niques for evaluating the shear strength of of a compacted clay soil (Shackelford and penetration testing, Dec., 401 lime/fly ash slurry stabilized soil, Sept., 247 Javed), June, 171 Automated data acquisition and analysis sys- Brandon, T. L., Clough, G. W., and Ra- Toluene and wax-freezing method of de- tem (ADAAS): Development of a combi- hardjo, P. P.: Fabrication of silty sand spec- termining volumetric free swell, Sept., 309 nation inclinometer-deflectometer and imens for large- and small-scale tests, March, Clough, G. W.: see Brandon, T. L., Clough, ADAAS (Kumbhojkar, Israel, Arnstan, and 46 G. W., and Rahardjo, P. P. Lee), Dec., 451 Bujany, B. K. H: see Craig, W. H., Bujany, Cohesionless soils: Resonant column tests on Automation B. K. H., and Merrifield, C. M. partially saturated sands (Qian, Gray, and Closure to ‘“‘Discussion of ‘automated triax- Woods), Sept., 266 ial testing of soft clays: an upgraded com- Cohesive soils mercial system’ by T. C. Sheahan, J. T. Automated electropneumatic control sys- Germaine, and C. C. Ladd”’ by Bruce K. Cc tem for direct simple shear testing Menzies and Patrick Hooker, Sept., 328 (DeGroot, Germaine, and Gedney), Dec., Discussion on “automated triaxial testing of Calibrations 339. soft clays: an upgraded commercial sys- Clay calibration chamber for testing field Cohesive soil for large-size laboratory de- tem” by T. C. Sheahan, J. T. Germaine, devices (Anderson, Pyrah, and Fryer), posits (McManus and Kulhawy), March, and C. C. Ladd (Kumbhojkar, Hashim, Dec., 440 2 and Kale), June, 219 Laboratory and field calibration of a neu- Closure to “Discussion of ‘automated triax- Discussion on “automated triaxial testing of tron depth moisture gauge for use in high ial testing of soft clays: an upgraded com- soft clays: an upgraded commercial sys- water content soils (Silvestri, Sarkis, Bek- mercial system’ by T. C. Sheahan, J. T. tem” by T. C. Sheahan, J. T. Germaine, kouche, Soulie, and Tabib), March, 64 Germaine, and C. C. Ladd” by Bruce K. and C. C. Ladd (Lo and Chu), June, 217 Sample size for laboratory calibration of Menzies and Patrick Hooker, Sept., 328 Discussion of ‘automated triaxial testing of subsurface neutron moisture gauges Discussion on “‘automated triaxial testing of soft clays: an upgraded commercial sys- (Morris and Williams), March, 71 soft clays: an upgraded commercial sys- tem” by T. C. Sheahan, J. T. Germaine, Uniformity tests in calibration chamber tem” by T. C. Sheahan, J. T. Germaine, 474 Geotechnical Testing Journal Index to Volume 14 1991 and C. C. Ladd (Menzies and Hooker), samples by the thermal probe method Issue Pages March, 110 (Bellotti, Ghionna, and Morabito), June, Axial load cells: Design and performance of 195 March 1-120 the Imperial College instrumented pile Capillary phenomena: Resonant column tests June 121-230 (Bond, Jardine, and Dalton), Dec., 413 on partially saturated sands (Qian, Gray, September 231-338 and Woods), Sept., 266 4 December 339-479 Carino, N. J.: see Lin, Y., Sansalone, M., and Carino, N. J. Centrifuges B Simulation of climatic conditions in centri- Back pressure: Effects of back pressure on fuge model tests (Craig, Bujany, and geotextile transmissivity tests (Huang, Holtz, Merrifield), Dec., 406 A and Wilcox), Dec., 395 Soil column drainage modelling using a geo- Abedinzadeh, R.: see Yudhbir and Abedin- Baez, J. I.: see Borden, R. H. and Baez, J. I. technical centrifuge (Cooke and Mitch- zadeh, R. Bauer, G. E.: see Fatani, M. N., Bauer, G. ell), Sept., 323 Abraham, B. M.: see Sridharan, A., Jose, B. E., and Al-Joulani, N. Chang, C.-Y.: see Chang, D. T.-T., Chiang, T., and Abraham, B. M. Bekkouche, N.: see Silvestri, V., Sarkis, G., C.-E., and Chang, C.-Y. Acar, Y. B., Puppala, A. J., and Seals, R. K.: Bekkouche, N., Soulie, M., and Tabib, C. Chang, D. T.-T., Chiang, C.-E., and Chang, Calibration of a dynamic penetrometer for Bellotti, R., Ghionna, V. N., and Morabito, C.-Y.: Modified testing device to evaluate compaction quality control of boiler slag, P.: Uniformity tests in calibration chamber My properties on fly ash treated subgrade March, 56 samples by the thermal probe method, June, soil, March, 88 Accuracy: Development of a combination in- 195 Chiang, C.-E.: see Chang, D. T.-T., Chiang, clinometer-deflectometer and ADAAS Benoit, J.: see Atwood, M. J. and Benoit, J. C.-E., and Chang, C.-Y. (Kumbhojkar, Israel, Arnstan, and Lee), Bergado, D. T., Daria, P. M., Sampaco, C. Chu, J.: see Lo, S.-C. R. and Chu, J. Dec., 451 L., and Alfaro, M. C.: Prediction of em- Clays Alfaro, M. C.: see Bergado, D. T., Daria, P. bankment settlements by in-situ tests, Dec., Clay calibration chamber for testing field M., Sampaco, C. L., and Alfaro, M. C. 425 devices (Anderson, Pyrah, and Fryer), Al-Joulani, N.: see Fatani, M. N., Bauer, G. Bianchini, G., Saada, A., Puccin, P., Lanier, Dec., 440 E., and Al-Joulani, N. J., and Zitouni, Z.: Complex stress paths Clay-on-steel ring shear tests and their im- Anderson, W. F., Pyrah, I. C., and Fryer, S. and validation of constitutive models, March, plications for displacement piles (Tika- J.: Clay calibration chamber for testing field 13 Vassilikos), Dec., 457 devices, Dec., 440 Blaney, G. W. and O’ Neill, W. O.: Procedures Determination of clay size fraction of ma- Anisotropy for prediction of dynamic lateral pile group rine clays (Sridharan, Jose, and Abra- Anisotropy of normally consolidated San response in clay from single pile tests, March, ham), March, 203 Francisco Bay mud (Kirkgard and Lade), 3 Effective stress hyperbolic stress-strain pa- Sept., 231 Bluemel, W. F.: see Dif, A. E. and Bluemel, rameters for clay (Stark and Vettel), June, Stress nonuniformities in hollow cylinder W. F. 146 torsional specimens (Wijewickreme and Bond, A. J., Jardine, R. J., and Dalton, J. C. Hydrodynamic aspects in the rotating cyl- Vaid), Dec., 349 P.: Design and performance of the Imperial inder erosivity test (Rohan and Le- Arnstan, D.: see Kumbhojkar, A. S., Israel, College instrumented pile, Dec., 413 febvre), June, 166 T. D., Arnstan, D., and Lee, S. M. Borden, R. H. and Baez, J. I.: Testing tech- Large-scale laboratory permeability testing Atwood, M. J. and Benoit, J.: Sled for in situ niques for evaluating the shear strength of of a compacted clay soil (Shackelford and penetration testing, Dec., 401 lime/fly ash slurry stabilized soil, Sept., 247 Javed), June, 171 Automated data acquisition and analysis sys- Brandon, T. L., Clough, G. W., and Ra- Toluene and wax-freezing method of de- tem (ADAAS): Development of a combi- hardjo, P. P.: Fabrication of silty sand spec- termining volumetric free swell, Sept., 309 nation inclinometer-deflectometer and imens for large- and small-scale tests, March, Clough, G. W.: see Brandon, T. L., Clough, ADAAS (Kumbhojkar, Israel, Arnstan, and 46 G. W., and Rahardjo, P. P. Lee), Dec., 451 Bujany, B. K. H: see Craig, W. H., Bujany, Cohesionless soils: Resonant column tests on Automation B. K. H., and Merrifield, C. M. partially saturated sands (Qian, Gray, and Closure to ‘“‘Discussion of ‘automated triax- Woods), Sept., 266 ial testing of soft clays: an upgraded com- Cohesive soils mercial system’ by T. C. Sheahan, J. T. Automated electropneumatic control sys- Germaine, and C. C. Ladd”’ by Bruce K. Cc tem for direct simple shear testing Menzies and Patrick Hooker, Sept., 328 (DeGroot, Germaine, and Gedney), Dec., Discussion on “automated triaxial testing of Calibrations 339. soft clays: an upgraded commercial sys- Clay calibration chamber for testing field Cohesive soil for large-size laboratory de- tem” by T. C. Sheahan, J. T. Germaine, devices (Anderson, Pyrah, and Fryer), posits (McManus and Kulhawy), March, and C. C. Ladd (Kumbhojkar, Hashim, Dec., 440 2 and Kale), June, 219 Laboratory and field calibration of a neu- Closure to “Discussion of ‘automated triax- Discussion on “automated triaxial testing of tron depth moisture gauge for use in high ial testing of soft clays: an upgraded com- soft clays: an upgraded commercial sys- water content soils (Silvestri, Sarkis, Bek- mercial system’ by T. C. Sheahan, J. T. tem” by T. C. Sheahan, J. T. Germaine, kouche, Soulie, and Tabib), March, 64 Germaine, and C. C. Ladd” by Bruce K. and C. C. Ladd (Lo and Chu), June, 217 Sample size for laboratory calibration of Menzies and Patrick Hooker, Sept., 328 Discussion of ‘automated triaxial testing of subsurface neutron moisture gauges Discussion on “‘automated triaxial testing of soft clays: an upgraded commercial sys- (Morris and Williams), March, 71 soft clays: an upgraded commercial sys- tem” by T. C. Sheahan, J. T. Germaine, Uniformity tests in calibration chamber tem” by T. C. Sheahan, J. T. Germaine, 474 INDEX TO VOLUME 14 475 and C. C. Ladd (Kumbhojkar, Hashim, Consolidated clays: Anisotropy of normally tion of marine clays (Sridharan, Jose, and and Kale), June, 219 consolidated San Francisco Bay mud (Kirk- Abraham), March, 203 Discussion on “automated triaxial testing of gard and Lade), Sept., 231 Deformation modulus: Effective stress hyper- soft clays: an upgraded commercial sys- Consolidated undrained tests bolic stress-strain parameters for clay (Stark tem” by T. C. Sheahan, J. T. Germaine, Closure to “‘Discussion of ‘automated triax- and Vettel), June, 146 and C. C. Ladd (Lo and Chu), June, 217 ial testing of soft clays: an upgraded com- DeGroot, D. J., Germaine, J. T., and Gedney, Discussion of “‘automated triaxial testing of mercial system’ by T. C. Sheahan, J. T. R.: Automated electropneumatic control soft clays: an upgraded commercial sys- Germaine, and C. C. Ladd” by Bruce K. system for direct simple shear testing, Dec., tem” by T. C. Sheahan, J. T. Germaine, Menzies and Patrick Hooker, Sept., 328 339 and C. C. Ladd (Menzies and Hooker), Discussion on ‘“‘automated triaxial testing of Denham, M.: see Smith, T. D. and Denham, March, 110 soft clays: an upgraded commercial sys- M. Combination inclinometer-deflectometer (CID): tem” by T. C. Sheahan, J. T. Germaine, Density Development of a combination inclinom- and C. C. Ladd (Kumbhojkar, Hashim, Calibration of a dynamic penetrometer for eter-deflectometer and ADAAS (Kum- and Kale), June, 219 compaction quality control of boiler slag bhojkar, Israel, Arnstan, and Lee), Dec., Discussion on ‘“‘automated triaxial testing of (Acar, Puppala, and Seals), March 56 451 soft clays: an upgraded commercial sys- Resonant column tests on partially satu- Compaction tem” by T. C. Sheahan, J. T. Germaine, rated sands (Qian, Gray, and Woods), Calibration of a dynamic penetrometer for and C. C. Ladd (Lo and Chu), June, 217 Sept., 266 compaction quality control of boiler slag Consolidation Desiccation: Swelling/shrinkage characteristic (Acar, Puppala, and Seals), March, 56 Automated electropneumatic control sys- curve of desiccated expansive clays (Han- Fabrication of silty sand specimens for large- tem for direct simple shear testing afy), June, 206 and small-scale tests (Brandon, Clough, (DeGroot, Germaine, and Gedney), Dec., Dif, A. E. and Bluemel, W. F.: Expansive soils and Rahardjo), March, 46 339 under cyclic drying and wetting, March, 96 Laboratory properties of a soft marine clay Cohesive soil for large-size laboratory de- Dispersing agents: Determination of clay size reinforced with woven and nonwoven posits (McManus and Kulhawy), March, fraction of marine clays (Sridharan, Jose, geotextiles (Indraratna, Satkunseelan, and 26 and Abraham), March, 203 Rasul), Sept., 288 Fabrication of silty sand specimens for large- Displacement piles: Clay-on-steel ring shear Large-scale laboratory permeability testing and small-scale tests (Brandon, Clough, tests and their implications for displacement of a compacted clay soil (Shackelford and and Rahardjo), March, 46 piles (Tika-Vassilikos), Dec., 457 Javed), June, 171 Laboratory properties of a soft marine clay Displacements: Advantages of midheight pore Compressibility reinforced with woven and nonwoven pressure measurements in undrained tria- Cohesive soil for large-size laboratory de- geotextiles (Indraratna, Satkunseelan, and zial testing (Fourie and Xiaobi), June, 138 posits (McManus and Kulhawy), March, Rasul), Sept., 288 Drainage: Soil column drainage modelling us- 26 Prediction of embankment settlements by ing a geotechnical centrifuge (Cooke and Discussion on “‘simplified heave prediction in-situ tests (Bergado, Daria, Sampaco, Mitchell), Sept., 323 model for extensive shale,” by A. W. and Alfaro), Dec., 425 Drains: Use of side drains in triaxial testing Dhowian (Crilly), Dec., 464 Constitutive equations: Complex stress paths at moderate to high pressures (Oswell, Gra- Compressive strength: Laboratory properties and validation of constitutive models (Bian- ham, Lingnau, and King), Sept., 315 of a soft marine clay reinforced with woven chini, Saada, Puccini, Lanier, and Zitouni), Drill holes: Development of a combination and nonwoven geotextiles (Indraratna, Sat- March, 13 inclinometer-deflectometer and ADAAS kunseelan, and Rasul), Sept., 288 Contour gauges: New technique for measuring (Kumbhojkar, Israel, Arnstan, and Lee), Computer applications the roughness profile of rock joints (Lee Dec., 451 Closure to “Discussion of ‘automated trizx- and Juang), Sept., 320 Drilling equipment: Sled for in situ penetra- ial testing of soft clays: an upgraded com- Cooke, A. B. and Mitchell, R. J.: Soil column tion testing (Atwood and Benoit), Dec., 401 mercial system’ by T. C. Sheahan, J. T. drainage modelling using a geotechnical Dupak, D. D.: see Lo, K. Y., Ogawa, T., Lu- Germaine, and C. C. Ladd” by Bruce K. centrifuge, Sept., 323 kajic, B., and Dupak, D. D. Menzies and Patrick Hooker, Sept., 328 Craig, W. H., Bujany, B. K. H., and Merri- Dynamic penetration test: Calibration of a dy- Discussion of ‘automated triaxial testing of field, C. M.: Simulation of climatic condi- namic penetrometer for compaction quality soft clays: an upgraded commercial sys- tions in centrofuge model tests, Dec., 406 control of boiler slag (Acar, Puppala, and tem” by T. C. Sheahan, J. T. Germaine, Crilly, M. S.: Discussion on “simplified heave Seals), March, 56 and C. C. Ladd (Menzies and Hooker), prediction model for extensive shale,” by March, 110 A. W. Dhowian, Dec., 464 Discussion on ‘“‘automated triaxial testing of Cross-anisotropic parameters: Anisotropy of soft clays: an upgraded commercial sys- normally consolidated San Francisco Bay E tem” by T. C. Sheahan, J. T. Germaine, mud (Kirkgard and Lade), Sept., 231 and C. C. Ladd (Kumbhojkar, Hashim, Cyclic loading: Microscopic measurement of Effective stress: Effective stress hyperbolic and Kale), June, 219 sand fabric from cyclic tests causing lique- stress-strain parameters for clay (Stark and Discussion on “‘automated triaxial testing of faction (Ibrahim and Kagawa), Dec., 371 Vettel), June, 146 soft clays: an upgraded commercial sys- Cyclic strain: Expansive soils under cyclic Elastic properties: Anisotropy of normally tem” by T. C. Sheahan, J. T. Germaine, drying and wetting (Dif and Bluemel), consolidated San Francisco Bay mud (Kirk- and C. C. Ladd (Lo and Chu), June, 217 March, 96 gard and Lade), Sept., 231 Concrete dams: Measurements of strength pa- Cylinders: Complex stress paths and valida- Elasticity modulus: Effective stress hyperbolic rameters on concrete-rock contact at the tion of constitutive models (Bianchini, Saada, stress-strain parameters for clay (Stark and dam-foundation interface (Lo, Ogawa, Lu- Puccini, Lanier, and Zitouni), March, 13 Vettel), June, 146 kajic, and Dupak), Dec., 383 End platens: Advantages of midheight pore Concrete shafts: Impact-echo response of con- pressure measurements in undrained tria- crete shafts (Lin, Sansalone, and Carion), zial testing (Fourie and Xiaobi), June, 138 June, 121 Environmental effects: Simulation of climatic D Cone penetrometer: Small diameter piston conditions in centrofuge model tests (Craig, sampling with cone penetrometer equip- Dalton, J. C. P.: see Bond, A. J., Jardine, R. Bujany, and Merrifield), Dec., 406 ment (Kay), March, 108 J., and Dalton, J. C. P. Erosion: Hydrodynamic aspects in the rotating Confinement: Measuring inherent load-exten- Daria, P. M.: see Bergado, D. T., Daria, P. cylinder erosivity test (Rohan and Le- sion properties of geotextiles for design of M., Sampaco, C. L., and Alfaro, M. C. febvre), June, 166 reinforced structures (Wu), June, 157 Deflocculants: Determination of clay size frac- Expansive clays: Swelling/shrinkage charac- 476 GEOTECHNICAL TESTING JOURNAL teristic curve of desiccated expansive clays Germaine, J. T.: Javed, F.: see Shackelford, C. D. and Javed, (Hanafy), June, 206 see DeGroot, D. J., Germaine, J. T., and F. Expansive soils: Expansive soils under cyclic Gedney, R. Joints: New technique for measuring the drying and wetting (Dif and Bluemel), see Sheahan, T. C, Germaine, J. T., and roughness profile of rock joints (Lee and March, 96 Ladd, C. C. Juang), Sept., 320 Ghionna, V. N.: see Bellotti, R., Ghionna, V. Jose, B. T.: see Sridharan, A., Jose, B. T., N., and Morabito, P. and Abraham, B. M. Graham, J.: see Oswell, J. M., Graham, J., Juang, C. H.: see Lee, D.-H. and Juang, C. F Lingnau, B. E., and King, M. W. H. Fabrics: Microscopic measurement of sand Grain-size analysis: Determination of clay size fabric from cyclic tests causing liquefaction fraction of marine clays (Sridharan, Jose, (Ibrahim and Kagawa), Dec., 371 and Abraham), March, 203 K Fatani, M. N., Bauer, G. E., and Al-Joulani, Granular soils: Influence of voids on density N.: Reinforcing soil with aligned and ran- measurements of granular materials using Kagawa, T.: see Ibrahim, A. A. and Kagawa, domly oriented metallic fibers, March, 78 gamma radiation techniques (Tan and Fwa), T Field tests Sept., 257 Kale, U.: see Kumbhojkar, A. S., Hashim, S., Clay calibration chamber for testing field Gray, D. H.: see Qian, X., Gray, D. H., and and Kale, U. devices (Anderson, Pyrah, and Fryer), Woods, R. D. Kay, J. N.: Small diameter piston sampling Dec., 440 with cone pentrometer equipment, March, Multicylinder control units for prebored hy- 108 draulic pressuremeters (Smith and Den- King, M. W.: see Oswell, J. M., Graham, J., ham), June, 212 Lingnau, B. E., and King, M. W. Filters: Use of side drains in triaxial testing at Hanafy, E. A. D. E.: Swelling/shrinkage char- Kirkgard, M. M. and Lade, P. V.: Anisotropy moderate to high pressures (Oswell, Gra- acteristic curve of desiccated expansive clays, of normally consolidated San Francisco Bay ham, Lingnau, and King), Sept., 315 June, 206 mud, Sept., 231 Finite element method Hansen, D.: see Garga, V. K., Townsend, R., Kolymbas, D.: see Wu, W. and Kolymbas, D. Effective stress hyperbolic stress-strain pa- and Hansen, D. Kulhawy, F. H.: see McManus, K. J. and Kul- rameters for clay (Stark and Vettel), June, Hashim, S.: see Kumbhojkar, A. S., Hashim, hawy, F. H. 146 S., and Kale, U. Kumbhojkar, A. S., Impact-echo response of concrete shafts (Lin, Hooker, P.: see Menzies, B. K. and Hooker, Hashim, S., and Kale, U.: Discussion on Sansalone, and Carion), June, 121 P. “automated triaxial testing of soft clays: Fly ash Heaving: Discussion on “simplified heave pre- an upgraded commercial system‘’ by Modified testing device to evaluate Mp diction model for extensive shale,” by A. T. C. Sheeahan, J. T. Germaine, and properties on fly ash treated subgrade soil W. Dhowian (Crilly), Dec., 464 C. C. Ladd, June, 219 (Chang, Chiang, and Chang), March, 88 Hollow cylinder torsional tests: Stress non- Israel, T. D., Arnstan, D., and Lee, S. M.: Testing techniques for evaluating the shear uniformities in hollow cylinder torsional Development of a combination inclin- strength of lime/fly ash slurry stabilized specimens (Wijewickreme and Vaid), Dec., cometer-deflectometer and ADASS, Dec., soil (Borden and Baez), Sept., 247 349 451 Foundations: Measurements of strength pa- Holtz, R. D.: see Huang, A.-B., Holtz, R. D., rameters on concrete-rock contact at the and Wilcox, A. M. dam-foundation interface (Lo, Ogawa, Lu- Huang, A.-B., Holtz, R. D., and Wilcox, A. L kajic, and Dupak), Dec., 383 M.: Effects of back pressure on geotextile Fourie, A. B. and Xiaobi, D.: Advantages of transmissivity tests, Dec., 395 Laboratory gamma density gage: Influence of midheight pore pressure measurements in voids on density measurements of granular undrained triaxial testing, June, 138 materials using gamma radiation techniques Frydman, S.: see Talesnick, M. and Frydman, (Tan and Fwa), Sept., 257 S. Ladd, C. C.: see Sheahan, T. C, Germaine, Fryer, S. J.: see Anderson, W. F., Pyrah, I. J. T., and Ladd, C. C. C., and Fryer, S. J. Ibrahim, A. A. and Kagawa, T.: Microscopic Lade. P. V.: see Kirkgard, M. M. and Lade, Fwa, T.-F.: see Tan, S.-A. and Fwa, T.-F. measurement of sand fabric from cyclic tests PV. causing liquefaction, Dec., 371 Lanier, J.: see Bianchini, G., Saada, A., Puc- Image analyzer: Quantification of particle shape cini, P., Lanier, J., and Zitouni, Z. and angularity using the image analyzer Laser displacement meter: New technique for G (Yudhbir and Abedinzadeh), Sept., 296 measuring the roughness profile of rock joints Gamma radiation: Influence of voids on den- Impact tests: Impact-echo response of con- (Lee and Juang), Sept., 320 sity measurements of granular materials us- crete shafts (Lin, Sansalone, and Carion), Lee, D.-H. and Juang, C. H.: New technique ing gamma radiation techniques (Tan and June, 121 for measuring the roughness profile of rock Fwa), Sept., 257 In situ tests: Sled for in situ penetration testing joints, Sept., 320 Garga, V. K., Townsend, R., and Hansen, D.: (Atwood and Benoit), Dec., 401 Lee, S. M.: see Kumbhojkar, A. S., Israel, T. Method for determining the surface area of Indraratna, B., Satkunaseelan, K. S., and Ra- D., Arnstan, D., and Lee, S. M. quarried rocks, March, 35 sul, M. G.: Laboratory properties of a soft Lefebvre, G.: see Rohan, K. and Lefebvre, G. Gedney, R.: see DeGroot, D. J., Germaine, marine clay reinforced with woven and non- Lime: Testing techniques for evaluating the J. T., and Gedney, R. woven geotextiles, Sept., 288 shear strength of lime/fly ash slurry stabi- Geotextiles Instrumentation: Design and performance of lized soil (Borden and Baez), Sept., 247 Effects of back pressure on geoiextile trans- the Imperial College instrumented pile Lin, Y., Sansalone, M., and Carino, N. J.: missivity tests (Huang, Holtz, and Wil- (Bond, Jardine, and Dalton), Dec., 413 Impact-echo response of concrete shafts, cox), Dec., 395 Israel, T. D.: see Kumbhojkar, A. S., Israel, June, 121 Laboratory properties of a soft marine clay T. D., Arnstan, D., and Lee, S. M. Lingnau, B. E.: see Oswell, J. M., Graham, reinforced with woven and nonwoven J., Lingnau, B. E., and King, M. W. geotextiles (Indraratna, Satkunseelan, and Liquefaction: Microscopic measurement of sand Rasul), Sept., 288 fabric from cyclic tests causing liquefaction Measuring inherent load-extension prop- J (Ibrahim and Kagawa), Dec., 371 erties of geotextiles for design of rein- Jardine, R. J.: see Bond, A. J., Jardine, R. Lo, K. Y., Ogawa, T., Lukajic, B., and Du- forced structures (Wu), June, 157 J., and Dalton, J. C. P. pak, D. D.: Measurements of strength pa- INDEX TO VOLUME 14 477 rameters on concrete-rock contact at the Nondestructive tests: Impact-echo response of Use of side drains in triaxial testing at mod- dam-foundation interface, Dec., 383 concrete shafts (Lin, Sansalone, and Car- erate to high pressures (Oswell, Graham, Lo, S.-C. R. and Chu, J.: Discussion on “‘au- ion), June, 121 Lingnau, and King), Sept., 315 tomated triaxial testing of soft clays: an up- Pressure cells: Design and performance of the graded commercial system” by T. C. Shea- Imperial College instrumented pile (Bond, han, J. T. Germaine, and C. C. Ladd, June, Jardine, and Dalton), Dec., 413 O 217 Pressuremeters Load-extension properties: Measuring inher- Ogawa, T.: see Lo, K. Y., Ogawa, T., Lu- Multicylinder control units for prebored hy- ent load-extension properties of geotextiles kajic, B., and Dupak, D. D. draulic pressuremeters (Smith and Den- for design of reinforced structures (Wu), O'Neill, W. O.: see Blaney, G. W. and O’Neill, ham), June, 212 June, 157 W. O. Prediction of embankment settlements by Loads: Procedures for prediction of dynamic Oswell, J. M., Graham, J., Lingnau, B. E., in-situ tests (Bergado, Daria, Sampaco, lateral pile group response in clay from sin- and King, M. W.: Use of side drains in triax- and Alfaro), Dec., 425 gle pile tests (Blaney and O’Nell), March, ial testing at moderate to high pressures, Puccini, P.: see Bianchini, G., Saada, A., Puc- 3 Sept., 315 cini, P., Lanier, J., and Zitouni, Z. Loose soils: Small diameter piston sampling Overconsolidated soils: Procedures for predic- Puppala, A. J.: see Acar, Y. B., Puppala, A. with cone penetrometer equipment (Kay), tion of dynamic lateral pile group response J., and Seals, R. K. March, 108 in clay from single pile tests (Blaney and Pushing frame: Sled for in situ penetration Lukajic, B.: see Lo, K. Y., Ogawa, T., Lu- O’Neill), March, 3 testing (Atwood and Benoit), Dec., 401 kajic, B., and Dupak, D. D. Pyrah, I. C.: see Anderson, W. F., Pyrah, I. C., and Fryer, S. J. P M Particle angularity: Quantification of particle Marine clays shape and angularity using the image ana- Laboratory properties of a soft marine clay lyzer (Yudhbir and Abedinzadeh), Sept., Q reinforced with woven and nonwoven 296 Qian, X., Gray, D. H., and Woods, R. D.: geotextiles (!ndraratna, Satkunseelan, and Particle shape: Quantification of particle shape Resonant column tests on partially satu- Rasul), Sept., 288 and angularity using the image analyzer rated sands, Sept., 266 Simple shear of an undisturbed soft marine (Yudhbir and Abedinzadeh), Sept., 296 Quarried rock: Method for determining the clay in NGI and torsional shear equip- Pellissier, J. P.: Toluene and wax-freezing surface area of quarried rocks (Garga, ment (Talesnick and Frydman), June, 180 method of determining volumetric free swell, Townsend, and Hansen), March, 35 McManus, K. J. and Kulhawy, F. H.: Cohe- Sept., 309 sive soil for large-size laboratory deposits, Permeability March, 26 Effects of back pressure on geotextile trans- Menzies, B. K. and Hooker, P.: Discussion of missivity tests (Huang, Holtz, and Wil- R “automated triaxial testing of soft clays: an cox), Dec., 395 upgraded commercial system” by T. C. Large-scale laboratory permeability testing Rab, F.: see Santamarina, J. C., Wakim, T. Sheahan, J. T. Germaine, and C. C. Ladd, of a compacted clay soil (Shackelford and N., Tallin, A. G., Rab, F., and Wong, J. March, 110 Javed), June, 171 Rahardjo, P. P.: see Brandon, T. L., Clough, Merrifield, C. M.: see Craig, W. H., Bujany, Soil column drainage modelling using a geo- G. W., and Rahardjo, P. P. B. K. H., and Merrifield, C. M. technical centrifuge (Cooke and Mitch- Rasul, M. G.: see Indraratna, B., Satkuna- Metallic fibers: Reinforcing soil with aligned ell), Sept., 323 seelan, K. S., and Rasul, M. G. and randomly oriented metallic fibers (Fa- Phase diagrams: Swelling/shrinkage charac- Reinforced soil: Reinforcing soil with aligned tani, Bauer, and Al-Joulani), March, 78 teristic curve of desiccated expansive clays and randomly oriented metallic fibers (Fa- Mitchell, R. J.: see Cooke, A. B. and Mitchell, (Hanafy), June, 206 tani, Bauer, and Al-Joulani), March, 78 R. J. Piezoelectric effects: Piezo film technology and Relative density: Uniformity tests in calibra- Model tests: Simulation of climatic conditions applications in geotechnical testing (San- tion chamber samples by the thermal probe in centrofuge model tests (Craig, Bujany, tamarina, Wakim, Tallin, Rab, and Wong), method (Bellotti, Ghionna, and Morabito), and Merrifield), Dec., 406 Dec., 363 June, 195 Moisture content: Sample size for laboratory Piezofilm: Piezo film technology and appli- Research devices: Hydrodynamic aspects in the calibration of subsurface neutron moisture cations in geotechnical testing (Santamar- rotating cylinder erosivity test (Rohan and gauges (Morris and Williams), March, 71 ina, Wakim, Tallin, Rab, and Wong), Dec., Lefebvre), June, 166 Morabito, P.: see Bellotti, R., Ghionna, V. 363 Residual strength: Clay-on-steel ring shear tests N., and Morabito, P. Piezometers: Design and performance of the and their implications for displacement piles Morris, P. H. and Williams, D. J.: Sample Imperial College instrumented pile (Bond, (Tika-Vassilikos), Dec., 457 size for laboratory calibration of subsurface Jardine, and Dalton), Dec., 413 Resilient modulus testing device: Modified neutron moisture gauges, March, 71 Pile foundations: Procedures for prediction of testing device to evaluate M, properties on dynamic lateral pile group response in clay fly ash treated subgrade soil (Chang, Chiang, from single pile tests (Blaney and O’Neill), and Chang), March, 88 March, 3 Resonance: Piezo film technology and appli- N Piles: Design and performance of the Imperial cations in geotechnical testing (Santamar- Neutron gauges College instrumented pile (Bond, Jardine, ina, Wakim, Tallin, Rab, and Wong), Dec., Laboratory and field calibration of a neu- and Dalton), Dec., 413 363 tron depth moisture gauge for use in high Piston samplers: Small diameter piston sam- Resonant column tests: Resonant column tests water content soils (Silvestri, Sarkis, Bek- pling with cone penetrometer equipment on partially saturated sands (Qian, Gray, kouche, Soulie, and Tabib), March, 64 (Kay), March, 108 and Woods), Sept., 266 Sample size for laboratory calibration of Pluviation: Fabrication of silty sand specimens Rock shapes: Method for determining the sur- subsurface neutron moisture gauges for large- and small-scale tests (Brandon, face area of quarried rocks (Garga, Towns- (Morris and Williams), March, 71 Clough, and Rahardjo), March, 46 end, and Hansen), March, 35 Nondestructive density ‘tests: Influence of voids Pore pressures Rohan, K. and Lefebvre, G.: Hydrodynamic on density measurements of granular ma- Advantages of midheight pore pressure aspects in the rotating cylinder erosivity test, terials using gamma radiation techniques measurements in undrained triazial test- June, 166 (Tan and Fwa), Sept., 257 ing (Fourie and Xiaobi), June, 138 Rotating cylinder test: Hydrodynamic aspects 478 GEOTECHNICAL TESTING JOURNAL in the rotating cylinder erosivity test (Ro- Shear strength subgrade soil (Chang, Chiang, and Chang), han and Lefebvre), June, 166 On some issues in triaxial extension tests March, 88 Roughness coefficient: New technique for (Wu and Kolymbas), Sept., 276 Surface area: Method for determining the sur- measuring the roughness profile of rock joints Testing techniques for evaluating the shear face area of quarried rocks (Garga, Towns- (Lee and Juang), Sept., 320 strength of lime/fly ash slurry stabilized end, and Hansen), March, 35 soil (Borden and Baez), Sept., 247 Swelling Shear tests Expansive soils under cyclic drying and wet- Automated electropneumatic control sys- ting (Dif and Bluemel), March, 96 S tem for direct simple shear testing Toluene and wax-freezing method of de- Saada, A.: see Bianchini, G., Saada, A., Puc- (DeGroot, Germaine, and Gedney), Dec., termining volumetric free swell, Sept., 309 cini, P., Lanier, J., and Zitouni, Z. 339 Swelling/shrinkage conditions: Swelling/ Sampaco, C. L.: see Bergado, D. T., Daria, Simple shear of an undisturbed soft marine shrinkage characteristic curve of desiccated P. M., Sampaco, C. L., and Alfaro, M. C. clay in NGI and torsional shear equip- expansive clays (Hanafy), June, 206 Sample fabrication: Fabrication of silty sand ment (Talesnick and Frydman), June, 180 specimens for large- and small-scale tests Shearing rate: Clay-on-steel ring shear tests (Brandon, Clough, and Rahardjo), March, and their implications for displacement piles 46 (Tika-Vassilikos), Dec., 457 T Sample recovery: Small diameter piston sam- Shrinkage: Expansive soils under cyclic drying Tabib, C.: see Silvestri, V., Sarkis, G., Bek- pling with cone penetrometer equipment and wetting (Dif and Bluemel), March, 96 kouche, N., Soulie, M., and Tabib, C. (Kay), March, 108 Silvestri, V., Sarkis, G., Bekkouche, N., Sou- Talesnick, M. and Frydman, S.: Simple shear Sample size: Sample size for laboratory cali- lie, M., and Tabib, C.: Laboratory and field of an undisturbed soft marine clay in NGI bration of subsurface neutron moisture calibration of a neutron depth moisture gauge and torsional shear equipment, June, 180 gauges (Morris and Williams), March, 71 for use in high water content soils, March, Tallin, A. G.: see Santamarina, J. C., Wakim, Sands 64 T. N., Tallin, A. G., Rab, F., and Wong, Complex stress paths and validation of con- Slags: Calibration of a dynamic penetrometer J. stitutive models (Bianchini, Saada, Puc- for compaction quality control of boiler slag Tan, S.-A. and Fwa, T.-F.: Influence of voids cini, Lanier, and Zitouni), March, 13 (Acar, Puppala, and Seals), March, 56 on density measurements of granular ma- Fabrication of silty sand specimens for large- Slurries: Testing techniques for evaluating the terials using gamma radiation techniques, and small-scale tests (Brandon, Clough, shear strength of lime/fly ash slurry stabi- Sept., 257 and Rahardjo), March, 46 lized soil (Borden and Baez), Sept., 247 Tensile strength: Measurements of strength Microscopic measurement of sand fabric from Smith, T. D. and Denham, M.: Multicylinder parameters on concrete-rock contact at the cyclic tests causing liquefaction (Ibrahim control units for prebored hydraulic pres- dam-foundation interface (Lo, Ogawa, Lu- and Kagawa), Dec., 371 suremeters, June, 212 kajic, and Dupak), Dec., 383 On some issues in triaxial extension tests Soil columns: Soil column drainage modelling Thermal conductivity: Uniformity tests in cal- (Wu and Kolymbas), Sept., 276 using a geotechnical centrifuge (Cooke and ibration chamber samples by the thermal Uniformity tests in calibration chamber Mitchell), Sept., 323 probe method (Bellotti, Ghionna, and Mor- samples by the thermal probe method Soil tests: Complex stress paths and validation abito), June, 195 (Bellotti, Ghionna, and Morabito), June, of constitutive models (Bianchini, Saada, Tika-Vassilikos, T.: Clay-on-steel ring shear 195 Puccini, Lanier, and Zitouni), March, 13 tests and their implications for displacement Sansalone, M.: see Lin, Y., Sansalone, M., Soils: Laboratory and field calibration of a piles, Dec., 457 and Carino, N. J. neutron depth moisture gauge for use in Torsion: Stress nonuniformities in hollow cyl- Santamarina, J. C., Wakim, T. N., Tallin, A. high water content soils (Silvestri, Sarkis, inder torsional specimens (Wijewickreme G., Rab, F., and Wong, J.: Piezo film tech- Bekkouche, Soulie, and Tabib), March, 64 and Vaid), Dec., 349 nology and applications in geotechnical test- Soulie, M.: see Silvestri, V., Sarkis, G., Bek- Torsional shear equipment: Simple shear of ing, Dec., 363 kouche, N., Soulie, M., and Tabib, C. an undisturbed soft marine clay in NGI and Sarkis, G.: see Silvestri, V., Sarkis, G., Bek- Sridharan, A., Jose, B. T., and Abraham, B. torsional shear equipment (Talesnick and kouche, N., Soulie, M., and Tabib, C. M.: Determination of clay size fraction of Frydman), June, 180 Satkunaseelan, K. S.: see Indraratna, B., Sat- marine clays, March, 103 Townsend, R.: see Garga, V. K., Townsend, kunaseelan, K. S., and Rasul, M. G. Stabilization: Testing techniques for evaluat- R., and Hansen, D. Screw plate tests: Prediction of embankment ing the shear strength of lime/fly ash slurry Transmissivity: Effects of back pressure on settlements by in-situ tests (Bergado, Daria, stabilized soil (Borden and Baez), Sept., geotextile transmissivity tests (Huang, Holtz, Sampaco, and Alfaro), Dec., 425 247 and Wilcox), Dec., 395 Seals, R.: see Acar, Y. B., Puppala, A. J., Stark, T. D. and Vettel, J. J.: Effective stress Triaxial tests and Seals, R. K. hyperbolic stress-strain parameters for clay, Advantages of midheight pore pressure Servocontrol systems: Automated electrop- June, 146 measurements in undrained triazial test- neumatic control system for direct simple Stiffness: Reinforcing soil with aligned and ing (Fourie and Xiaobi), June, 138 shear testing (DeGroot, Germaine, and randomly oriented metallic fibers (Fatani, On some issues in triaxial extension tests Gedney), Dec., 339 Bauer, and Al-Joulani), March, 78 (Wu and Kolymbas), Sept., 276 Settlement: Prediction of embankment settle- Stress: Stress nonuniformities in hollow cyl- Use of side drains in triaxial testing at mod- ments by in-situ tests (Bergado, Daria, inder torsional specimens (Wijewickreme erate to high pressures (Oswell, Graham, Sampaco, and Alfaro), Dec., 425 and Vaid), Dec., 349 Lingnau, and King), Sept., 315 Shackelford, C. D. and Javed, F.: Large-scale laboratory permeability testing of a com- Stress-strain behavior: On some issues in triaxial pacted clay soil, June, 171 extension tests (Wu and Kolymbas), Sept., Vv Shales: Discussion on “simplified heave pre- 276 Vaid, Y. P.: see Wijewickreme, W. K. D. and diction model for extensive shale,” by A. Stress-strain curves Vaid, Y: P. W. Dhowian (Crilly), Dec., 464 Measuring inherent load-extension prop- Vettel, J. J.: see Stark, T. D. and Vettel, J. J. Sheahan, T. C, Germaine, J. T., and Ladd, erties of geotextiles for design of rein- Vibrations: Procedures for prediction of dy- C. C.: Closure to “Discussion of ‘auto- forced structures (Wu), June, 157 namic lateral pile group response in clay mated triaxial testing of soft clays: an, up- Multicylinder control units for prebored hy- from single pile tests (Blaney and O’Neill), graded commercial system’ by T. C. Shea- draulic pressuremeters (Smith and Den- March, 3 han, J. T. Germaine, and C. C. Ladd” by ham), June, 212 Volumetric free swell: Toluene and wax-freez- Bruce K. Menzies and Patrick Hooker, Sept., Subgrade soil: Modified testing device to eval- ing method of determining volumetric free 328 uate Mg, properties on fly ash treated swell, Sept., 309 INDEX TO VOLUME 14 479 Ww marina, Wakim, Tallin, Rab, and Wong), sion properties of geotextiles for design of Dec., 363 reinforced structures, June, 157 Wakim, T. N.: see Santamarina, J. C., Wakim, Wijewickreme, W. K. D. and Vaid, Y. P.: Wu, W. and Kolymbas, D.: On some issues T. N., Tallin, A. G., Rab, F., and Wong, Stress nonuniformities in hollow cylinder in triaxial extension tests, Sept., 276 J. torsional specimens, Dec., 349 Waste disposal: Large-scale laboratory perme- Wilcox, A. M.: see Huang, A.-B., Holtz, ability testing of a compacted clay soil R. D., and Wilcox, A. M. (Shackelford and Javed), June, 171 Williams, D. J.: see Morris, P. H. and Wil- X-Z Water content: Laboratory and field calibra- liams, D. J. tion of a neutron depth moisture gauge for Wong, J.: see Santamarina, J. C., Wakim, Xiaobi, D.: see Fourie, A. B. and Xiaobi, D. use in high water content soils (Silvestri, T. N., Tallin, A. G., Rab, F., and Wong, Yudhbir and Abedinzadeh, R.: Quantification Sarkis, Bekkouche, Soulie, and Tabib), A of particle shape and angularity using the March, 64 Woods, R. D.: see Qian, X., Gray, D. H., and image analyzer, Sept., 296 Wave velocity: Piezo film technology and ap- Woods, R. D. Zitouni, Z.: see Bianchini, G., Saada, A., Puc- plications in geotechnical testing (Santa- Wu, J. T. H.: Measuring inherent load-exten- cini, P., Lanier, J., and Zitouni, Z.