Geotechnical Testing Journal Subject Index Volume 17, 1994

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1 Geotechnical Testing Journal Subject Index Volume 17, 1994 A Absorption Geo-environmental assessment of a micaceous soil for its potential use as an engineered clay barrier (Mohamed, AMO, LW), Sept., 291 Test procedures to evaluate absorption and swelling of grout (Krizek, RJ and Borden, RH), Dec., 512 Acrylate grout Test procedures to evaluate absorption and swelling of grout (Krizek, RJ and Borden, RH), Dec., 512 Anisotropy Arid soils (AI-Amoudi, OSB and Abduljauwad, SN), Automation Time-dependent triaxial relaxation behavior of a resedimented clay (Sheahan, TC, Ladd, CC, and Germaine, JT), Dec., 444 Use of fuzzy control in automated soil testing (Huang, A-B, Hsu, S-P, and Kuhr, H-R), Sept., 356 B B-value Discussion of "B-value measurements for granular materials at high confining pressures," by Jerry A. Yamamuro and Poul V. Lade (Charlie, WA, Veyera, GE, and Doehring, DO), March, 119 Bearing capacities Bitumens Laboratory investigation on bitumen coat- ing and polyethylene sheeting for downdrag Book review Introduction to Mineral Sciences by Putnis (Robertson, EC), June, 266 Boreholes C Cement grout (Schwarz, LG and Krizek, R J), Dec., 434 Cemented sand Cemented soil Ho (Ling, HI), June, 254 Centrifuge Clay-sand mixture Shear strength of very soft clay-sand mixtures (Tan, T-S, Goh, T-C, Karunaratne, Clays F J), March, 50 Image analysis method for studying 527 movements in granular and solid bodies (Gustafsson, L and Knutsson, S), March, 95 Shear strength of very soft clay-sand mixtures (Tan, T-S, Goh, T-C, Karunaratne, Time-dependent triaxial relaxation behavior of a resedimented clay (Sheahan, TC, Ladd, CC, and Germaine, JT), Dec., 444 Compacted soils Helo, IK), Dec., 506 Compaction a new approach (Torrey, VH, III and VH, III), Sept., 363 Proposed new standard test method for laboratory compaction testing of soil-rock RT and Torrey, VH, III), Sept., 387 Compressibilities Compressibility testing (A1-Amoudi, OSB and Abduljauwad, SN), Compression Measurements of elastic properties of geo-

2 528 GEOTECHNICAL TESTING JOURNAL Compression (Cont.) materials in laboratory compression tests (Tatsuoka, E Sato, T, Park, C-S, Kim, Y- S, Mukabi, JN, and Kohata, Y), March, 80 Compression index soils (Meegoda, NJ and Ratuaweera, P), March, 101 Concrete New combined servo-controlled loading Consolidated-undrained tests Time-dependent triaxial relaxation behavior of a resedimented clay (Sheahan, TC, Ladd, CC, and Germaine, JT), Dec., 444 Consolidation FJ), March, 50 of coefficient of consolidation (Pandian, NS, Sridharan, A, and Kumar, KS), March, 113 (Al-Amoudi, OSB and Abduljauwad, SN), Use of fuzzy control in automated soil testing (Huang, A-B, Hsu, S-P, and Kuhr, H-R), Sept., 356 Contaminated soils soils (Meegoda, NJ and Ratnaweera, P), March, 101 Contamination soils (Meegoda, NJ and Ratnaweera, P), March, I01 Core description D Deformability parameters Deformation Deformation modulus Desorption Geo-environmental assessment of a micaceous soil for its potential use as an engineered clay barrier (Mohamed, AMO, LW), Sept., 291 Diamond-core drilling Direct shear testing New combined servo-controtled loading Displacements Image analysis method for studying movements Downdrag forces Laboratory investigation on bitumen coating and polyethylene sheeting for downdrag Drainage of coefficient of consolidation (Pandian, NS, Sridharan, A, and Kumar, KS), March, 113 Drilled shafts Evaluation of static capacity of deep foundations from statnamic testing (Brown, Dynamic properties E Editorial Expanded scope = expanded opportuni- ties = expanded service (Pincus, H J), March, 123 Elastic properties Measurements of elastic propertieg of geomaterials in laboratory compression tests (Tatsuoka, F, Sato, T, Park, C-S, Kim, Y-S, Mukabi, JN, and Kohata, Y), March, 80 Method for interpretation of plate load test Expansive soils Helo, IK), Dec., 506 F Fiber-reinforced soil Ho (Ling, HI), June, 254 Field tests Bosscher, P J, Lane, DT, and Pliska, R J), Prediction models of resilient modulus for nongranular materials (Pezo, R and Hudson, WR), Sept., 349 Filtration (Fannin, RJ, Vaid, YP, and Shi, Y), Flow Image analysis method for studying movements Foundation failures Image analysis method for studying movemcnts Foundations Friction Laboratory investigation on bitumen coating and polyethylene sheeting for downdrag Fuzzy control Use of fuzzy control in automated soil test-

3 SUBJECT INDEX 529 ing (Huang, A-B, Hsu, S-P, and Kuhr, H- R), Sept., 356 G Geoeomposites In-plane flow of tour geosynthetics for Geomaterials Measurements of elastic properties of geomaterials in laboratory compression tests (Tatsuoka, F, Sato, T, Park, C-S, Kim, Y- S, Mukabi, JN, and Kohata, Y), March, 80 Geomembranes Geonets Geosnythetics Geotextiles (Fannin, R J, Vaid, YP, and Shi, Y), Gradients (Fannin, R J, Vaid, YP, and Shi, Y), Grouting Gypseous soil H-I Hydraulic conductivity Design and evaluation of a flow pump system for column testing (Redmond, PL and Shackelford, CD), June, 269 Hydraulic mean radius Impact-echo response Instrumentation Bosscher, PJ, Lane, DT, and Pliska, RJ), L Laboratory equipment Laboratory tests VH, III), Sept., 363 Investigation of the strain-softening behavior of granular soils with a new multiaxial cell (Lo, R, Chu, J, and Lee, IK), Sept., 325 Landfills Bosscher, PJ, Lane, DT, and Pliska, R J), Lateral loads Linear variable differential transformer Jewett, RJ), Dec., 498 Liquefaction Logging manuals and codes Load pile tests Evaluation of static capacity of deep foun- dations from statnamic testing (Brown, Loads M Matric suction sensor Micaceous soil Geo-environmental assessment of a micaceous soil for its potential use as an engineered clay barrier (Mohamed, AMO, LW), Sept., 29t Model test Prediction models of resilient modulus for nongranular materials (Pezo, R and Hudson, WR), Sept., 349 Moisture N-O Numerical modeling Optical techniques model the geotechnicat properties of soils Mannheimer, R J), Dec., 425 Overconsolidation P Pavements Prediction models of resilient modulus for

4 530 GEOTECHNICAL TESTING JOURNAL Pavements (Cont.) nongranular materials (Pezo, R and Hudson, WR), Sept., 349 Permeability Critical evaluation of the gradient ratio test (Fannin, RJ, Vaid, YP, and Shi, Y), Design and evaluation of a flow pump system for column testing (Redmond, PL and Shackelford, CD), June, 269 Pile-bearing capacities Pile foundations Pile-loading tests Piles Evaluation of static capacity of deep foundations from statnamic testing (Brown, Laboratory investigation on bitumen coating and polyethylene sheeting for downdrag Pore geometry Pore pressure Discussion of "B-value measurements for granular materials at high confining pressures," by Jerry A. Yamamuro and Poul V. Lade (Charlie, WA, Veyera, GE, and Doehring, DO), March, t 19 Preparation method (Schwarz, LG and Krizek, RJ), Dec., 434 Pressure plate apparatus R Reinforced soil I4o (Ling, HI), June, 254 Resilient modulus Prediction models of resilient modulus for nongranular materials (Pezo, R and Hudson, WR), Sept., 349 Resonance Resonant column tests Rock a new approach (Torrey, VH, III and Rock joints New combined servo-controlled loading Rock surface area S Sands Investigation of the strain-softening behavior of granular soils with a new multiaxial cell (Lo, R, Chu, J, and Lee, IK), Sept., 325 Saturation Discussion of "B-value measurements for granular materials at high confining pressures," by Jerry A. Yamamuro and Poul V. Lade (Charlie, WA, Veyera, GE, and Doehring, DO), March, 119 Sharp cone test Shear modulus Shear strength FJ), March, 50 Effects of centerline tube sampling strains on the undrained behavior of two stiff overconsolidated clays (Georgiannou, VN and Hight, DW), Dec., 475 Shear tests Shrinkage Silts Size distribution

SUBJECT INDEX 531 Slurries Shear strength of very soft clay-sand mixtures (Tan, T-S, Goh, T-C, Karunaratne, SoU (Lin, J-M and Sansatone, M), June, 207 Soil columns Design and evaluation of a flow

5 SUBJECT INDEX 531 Slurries Shear strength of very soft clay-sand mixtures (Tan, T-S, Goh, T-C, Karunaratne, SoU (Lin, J-M and Sansatone, M), June, 207 Soil columns Design and evaluation of a flow pump system for column testing (Redmond, PL and Shackelford, CD), June, 269 Soil-rock mixtures a new aproach (Torrey, VH, III and VH, III), Sept,, 363 Proposed new standard test method for laboratory compaction testing of soil-rock RT and Torrey, VH, III), Sept., 387 Soil tests Statnamic method Evaluation of static capacity of deep foundations from statnamic testing (Brown, Strain Measurements of elastic properties of geomaterlals in laboratory compression tests (Tatsuoka, E Sato, T, Park, C-S, Kim, Y-S, Mukabi, JN, and Kohata, Y), March, 80 Strain path Effects of centerline tube sampling strains on the undrained behavior of two stiff overconsolidated clays (Georgiannou, VN and Hight, DW), Dec., 475 Strain rate C, Das, BM, Purl, VK, and Wright, MA), Strain softening Investigation of the strain-softening behavior of granular soils with a new multiaxial cell (Lo, R, Chu, J, and Lee, IK), Sept., 325 Strain transducers Jewell, R J), Dec., 498 Stress C, Das, BM, Puff, VK, and Wright, MA), Suction Surface irrigation Swelling HeM, IK), Dec., 506 Test procedures to evaluate absorption and swelling of grout (Krizek, RJ and Borden, RH), Dec 512 T Tensile strengths C, Das, BM, Puri, VK, and Wright, MA), Tensile tests Thermal conductivity Tire chips Tomography model the geotechnical properties of soils Mannheimer, R J), Dec., 425 Torsional shear test "lyansmissivity Transparent materials model the geotechnical properties of soils Mannheimer, RJ), Dec., 425 Tube samples Effects of centerline tube sampling strains on the undrained behavior of two stiff overconsolidated clays (Georgiannou, VN and Hight, DW), Dec., 475 U-W Unsaturated soils Vehicle weighing Jewell, R J), Dec., 498 Vebcity of coefficient of consolidation (Pandian, NS, Sridharan, A, and Kumar, KS), March, 113 Viscoelasticity Water content Proposed new standard test method for laboratory compaction testing of soil-rock RT and Torrey, VH, li1), Sept., 387 Water-to-cement ratio (Schwarz, LG and Krizek, ILl), Dec., 434

Geotechnical Testing Journal Subject Index Volume 19, 1996

Geotechnical Testing Journal Subject Index Volume 19, 1996 A-B Adsorption isotherm Discussion on "Geo-environmental assessment of a micaceous soil for its potential use as an engineered clay barrier" by