Geotechnical Testing Journal 2000: Vol 23 Index

9 Pages·2000·3 MB·English

Geotechnical Testing Journal
Author Index
Volume 23, 2000
Batiste, SN: see Alshibli, KA, Sture, S, Deschamps, RJ: see Siddiqui, SI,
Number Month of Issue
Costes, NC, Frank, ML, Lankton, MR, Drnevich, VP, and Deschamps, RJ
Batiste, SN, and Swanson, RA
March Drnevich, VP: see Siddiqui, SI,
June Birgisson, B.: see McVay, MC, Birgis- Drnevich, VP, and Deschamps, RJ
September son, B., Zhang, L, Perez, A, and Putcha,
December S
E
Bonala, M: see Reddi, LN, Lee, IM, and
Bonala, M
El Neggar, MH and Wei, JQ: Cyclic
A
Boulanger, RW: see Arulnathan, R, Response of Axially Loaded Tapered
Boulanger, RW, Kutter, BL, and Sluis, Piles, March, 100
Abduljauwad, SN: see Azam, S, Abdul-
WK
jauwad, SN, Al-Shayea, NA, and Emilio, FT: see de Sousa Coutinho, An-
Baghabra Al-Amoudi, OS Breysse, D: see Kouassi, P, Breysse, D, tonioGF, Emilio, FT, de Almeida Garrett,
Girard, H, and Poulain, D JL, and Cardoso, ET
Al-Shayea, NA: see Azam, S, Abdul-
jauwad, SN, Al-Shayea, NA, and Esaki, T: see Zhang, M, Takahashi, M,
Baghabra Al-Amoudi, OS C Morin, RH, and Esaki, T
Alawneh, AS and Husein Malkawi, Al:
Estimation of Post-Driving Residual Cakmakci, G: see Unal, E and Cakmakci, F
Stresses, Sept., 313 G
Alshibli, KA, Sture, S, Costes, NC, Cardoso, ET: see de Sousa Coutinho, An- Fang, H-Y: see Kaya, A, Lloyd, TB, and
Frank, ML, Lankton, MR, Batiste, SN, tonioGF, Emilio, FT, de Almeida Garrett, Fang, H-Y
and Swanson, RA: Assessment of Lo- JL, and Cardoso, ET
Feng, ZY and Sutter, KG: Dynamic
calized Deformations in Sand Using X-
Ray Computed Tomography, Sept., 274 Chapman, DN: see Reddy, ES, Chapman, Properties of Granulated Rubber/Sand
DN, and Sastry, VV Mixtures, Sept., 338
Arulnathan, R, Boulanger, RW, Kut-
ter, BL, and Sluis, WK: New Tool for Chien, LK and Oh, YN: Laboratory Flora, A: see Modoni, G, Flora, A, Man-
Shear Wave Velocity Measurements in and Field Shear Wave Measurement at a cuso, C, Viggiani, C, and Tatsuoka, F
Model Tests, Dec., 444 Reclaimed Site in West Taiwan, March, Fox, PJ: see Sivakumar Babu, GL and
21
Fox, PJ
Ashmawy, AK: see Saussus, DR, Frost,
D, and Ashmawy, AK Chu, J: see Leong, WK, Chu, J, and Teh, Frank, ML: see Alshibli, KA, Sture, S,
Cl
Costes, NC, Frank, ML, Lankton, MR,
Assaad, A: see Muhunthan, B, Masad, E,
and Assaad, A Connolly, TM: see Kuwano, R, Con- Batiste, SN, and Swanson, RA
nolly, TM, and Jardine, RJ
Fratta, D: see Prada, J, Fratta, D, and San-
Ata, A and O’Neill, M.: The Physico-
chemical Interaction Between PHPA Costes, NC: see Alshibli, KA, Sture, S, tamarina, JC
Costes, NC, Frank, ML, Lankton, MR,
Polymer Slurry and Cement Mortar, Frost, D: see Saussus, DR, Frost, D, and
Batiste, SN, and Swanson, RA
June, 225 Ashmawy, AK
Azam, S, Abduljauwad, SN, Al-
Shayea, NA, and Baghabra AIl- D
Amoudi, OS: Effects of Calcium Sulfate G
on Swelling Potential of an Expansive
de Almeida Garrett, JL: see de Sousa
Clay, Dec., 389 Gabr, MA and Hart, JH: Elastic Modu-
Coutinho, AntonioGF, Emilio, FT, de
lus of Geogrid-Reinforced Sand Using
Almeida Garrett, JL, and Cardoso, ET
Plate Load Tests, June, 245
B de Sousa Coutinho, AntonioGF,
Gangadhara, S: see Subba Rao, KS, Sud-
Emilio, FT, de Almeida Garrett, JL,
hakar, MR, and Gangadhara, S
Baghabra Al-Amoudi, OS: see Azam, S, and Cardoso, ET: Instrumentation of
Abduljauwad, SN, Al-Shayea, NA, and Bored Concrete Piles for Horizontal Girard, H: see Kouassi, P, Breysse, D,
Baghabra Al-Amoudi, OS Load Tests, Sept., 327 Girard, H, and Poulain, D
© 2000 by the American Society for Testing and Materials
543
544 GEOTECHNICAL TESTING JOURNAL
Graham, J: see Tang, GX and Graham, J Kramer, SL: see Kim, MH, O'Neill, Modoni, G, Flora, A, Mancuso, C, Vig-
MW, and Kramer, SL giani, C, and Tatsuoka, F: Evaluation
Gunaratne, M: see Hameed, RA, Gu- of Gravel Stiffness by Pulse Wave Trans-
naratne, M, Putcha, S, Kuo, C, and John- Krishnaswamy, NR, Rajagopal, K, mission Tests, Dec., 506
son, S and Lathar, GM: Model Studies on
Geocell Supported Embankments Con- Mohammed, LN: see Titi, HH, Mo-
Gyr, P: see Perkins, SW, Gyr, P, and structed over a Soft Clay Foundation, hammed, LN, and Tumay, MT
James, G
March, 45
Morin, RH: see Zhang, M, Takahashi, M,
Kuo, C: see Hameed, RA, Gunaratne, M, Morin, RH, and Esaki, T
H Putcha, S, Kuo, C, and Johnson, S
Muhunthan, B, Masad, E, and Assaad,
Kutter, BL: see Arulnathan, R, A: Measurement of Uniformity and
Hameed, RA, Gunaratne, M, Putcha,
Boulanger, RW, Kutter, BL, and Sluis, Anisotropy in Granular Materials, Dec.,
S, Kuo, C, and Johnson, S: Lateral Load >
WK
Behavior of Jetted Piles, Sept., 358
Kuwano, R, Connolly, TM, and Jar-
Hart, JH: see Gabr, MA and Hart, JH
dine, RJ: Anisotropic Stiffness Measure
O
Husein Malkawi, Al: see Alawneh, AS ments in a Stress-Path Triaxial Cell, June,
and Husein Malkawi, Al 14] O’ Neill, M.: see Ata, A and O’ Neill, M.
Kweon, G-C: see Kim, D-S and Kweon,
O’Neill, MW: see Kim, MH, O’Neill,
G-C
I MW, and Kramer, SL
Oh, YN: see Chien, LK and Oh, YN
Ismail, MA, Joer, HA, and Randolph,
MF: Sample Preparation Technique for
Artificially Cemented Soils, June, 171
P
Lake, CB: see Rowe, RK, Lake, CB, and
Petrov, RJ
Paikowsky, SG and Xi, F: Particle Mo-
J
Lankton, MR: see Alshibli, KA, Sture,.S, Tracking Utilizing a High-Resolu-
James, G: see Perkins, SW, Gyr, P, and Costes, NC, Frank, ML, Lankton, MR, tion Digital CCD Camera, March, 123
Batiste, SN, and Swanson, RA
James, G Perez, A: see McVay, MC, Birgisson, B.,
Jardine, RJ: see Kuwano, R, Connolly, Lathar, GM: see Krishnaswamy, NR, Ra- Zhang, L, Perez, A, and Putcha, S
jagopal, K, and Lathar, GM
TM, and Jardine, RJ Perkins, SW, Gyr, P, and James, G:
Joer, HA: see Ismail, MA, Joer, HA, and Lee, IM: see Reddi, LN, Lee, IM, and The Influence of Biofilm on the Mechan-
Randolph, MF Bonala, M ical Behavior of Sand, Sept., 300
Johnson, S: see Hameed, RA, Gunaratne, Leong, WK, Chu, J, and Teh, Cl: Lig Petrov, RJ: see Rowe, RK, Lake, CB, and
M, Putcha, S, Kuo, C, and Johnson, S uefaction and Instability of a Granular Petrov, RJ
Fill Material, June, 178
Poulain, D: see Kouassi, P, Breysse, D,
Likos, WJ: see Lu, N, Ristow, GH, and Girard, H, and Poulain, D
K Likos, WJ
Prada, J, Fratta, D, and Santamarina,
Katz, A: see Talesnick, ML, Katz, A, and Lloyd, TB: see Kaya, A, Lloyd, TB, and JC: Tomographic Detection of Low-Ve-
Ringel, M Fang, H-Y locity Anomalies with Limied Data Sets
Velocity and Attenuation), Dec., 472
Kaya, A, Lloyd, TB, and Fang, H-Y: Lu, N, Ristow, GH, and Likos, WJ: The
Interfacial Parameters and Work of Ad- Accuracy of Hydrometer Analysis for Prakash, K: see Sridharan, A. and
hesion in Soil-Liquid Systems, Dec., Fine-Grained Clay Particles, Dec., 487 Prakash, K
464
Prakash, K.: see Sridharan, A. and
Khalifa, M-AOA, Wahyudi, I, and M Prakash, K.
Thomas, P: A New Device for Measur-
Putcha, S:
ing Permeability Under High Gradients
Mancuso, C: see Modoni, G, Flora, A, see Hameed, RA, Gunaratne, M, Putcha,
and Sinusoidal Gradients, Dec., 404
Mancuso, C, Viggiani, C, and Tatsuoka, S, Kuo, C, and Johnson, S
F
Kim, D-S and Kweon, G-C: Calibration see McVay, MC, Birgisson, B., Zhang, L,
of Testing Equipment for Reliable Small- Perez, A, and Putcha, S
Marinho, FAM: see Marinho, FAM
Strain Deformation Measurements Using
Synthetic Specimens, Dec., 454 Masad, E: see Muhunthan, B, Masad, E,
and Assaad, A R
Kim, MH, O’Neill, MW, and Kramer,
SL: Performance of Drilled Shafts with Masterson, KL: see Shang, JQ and Mas
Rajagopal, K: see Krishnaswamy, NR,
Isolation Tubes in an Expansive Environ- terson, KL
Rajagopal, K, and Lathar, GM
ment, Sept., 345
McVay, MC, Birgisson, B., Zhang, L,
Randolph, MF: see Ismail, MA, Joer,
Kouassi, P, Breysse, D, Girard, H, and Perez, A, and Putcha, S: Load and Re-
HA, and Randolph, MF
Poulain, D: A New Technique of Knead- sistance Factor Design (LRFD) for
ing Compaction in the Laboratory, Driven Piles Using Dynamic Methods Rassam, DW and Williams, DJ: A Dy-
March, 72 a Florida Perspective, March, 55 namic Method for Determining the Soil
AUTHOR INDEX 545
V
Water Characteristic Curve for Coarse- Sridharan, A. and Prakash, K: Percus-
Grained Soils, March, 67 sion and Cone Methods of Determining
the Liquid Limit of Soils: Controlling Viggiani, C: see Modoni, G, Flora, A,
Reddi, LN, Lee, IM, and Bonala, M:
Mechanisms, June, 236 Mancuso, C, Viggiani, C, and Tatsuoka,
Comparison of Internal and Surface Ero- F
sion Using Flow Pump Tests on a Sand- Sture, S: see Alshibli, KA, Sture, S,
Kaolinite Mixture, March, 116 Costes, NC, Frank, ML, Lankton, MR,
Batiste, SN, and Swanson, RA
Reddy, ES, Chapman, DN, and Sastry, Ww
VV: Direct Sheer Interface Test for Shaft Subba Rao, KS, Sudhakar, MR, and
Capacity of Piles in Sand, June, 199 Gangadhara, S: Swelling Behavior of a Wahyudi, I: see Khalifa, M-AOA,
Desiccated Clay, June, 193 Wahyudi, I, and Thomas, P
Ringel, M: see Talesnick, ML, Katz, A,
and Ringel, M Sudhakar, MR: see Subba Rao, KS, Sud- Wei, JQ: see El Neggar, MH and Wei, JQ
hakar, MR, and Gangadhara, S
Ristow, GH: see Lu, N, Ristow, GH, and Wibowo, R: see Wong, RCK and Wi-
Likos, WJ Sutter, KG: see Feng, ZY and Sutter, KG bowo, R
Rowe, RK, Lake, CB, and Petrov, RJ: Swanson, RA: see Alshibli, KA, Sture, S, Williams, DJ: see Rassam, DW and
Apparatus and Procedures for Assessing Costes, NC, Frank, ML, Lankton, MR, Williams, DJ
Inorganic Diffusion Coefficients for Batiste, SN, and Swanson, RA
Wong, RC: Shear Deformation of
Geosynthetic Clay Liners, June, 206
Locked Sand in Triaxial Compression,
June, 158
S Wong, RCK and Wibowo, R: Tomo-
Takahashi, M: see Zhang, M, Takahashi, graphic Evaluation of Air and Water
Santamarina, JC: see Prada, J, Fratta, D, M, Morin, RH, and Esaki, T Flow Patterns in Soil Column, Dec., 413
and Santamarina, JC
Talesnick, ML, Katz, A, and Ringel,
Sastry, VV: see Reddy, ES, Chapman, M: An Investigation of the Elastic Stress-
DN, and Sastry, VV Strain Behavior of a Banded Sandstone X
and a Sandstone-Like Material, Sept.,
Saussus, DR, Frost, D, and Ashmawy, 257 Xi, F: see Paikowsky, SG and Xi, F
AK: Variations in Membrane Contact
Patterns of Reconstituted Sand Speci- Tang, GX and Graham, J: A Method
mens, Dec., 522 for Testing Tensile Strength in Unsatu- Y
rated Soils, Sept., 377
Shang, JQ and Masterson, KL: An
Electrokinetic Testing Apparatus for Tatsuoka, F: see Modoni, G, Flora, A, Yanful, EK: see Shelp, ML and Yanful,
Undisturbed/Remoulded Soils Under In- Mancuso, C, Viggiani, C, and Tatsuoka, EK
F
Situ Stress Conditions, June, 215
Shelp, ML and Yanful, EK: Oxygen Teh, Cl: see Leong, WK, Chu, J, and Teh, Z
Diffusion Coefficient of Soils at High Cl
Degrees of Saturation, March, 36 Thomas, P: see Khalifa, M-AOA, Zhang, L: see McVay, MC, Birgisson, B.,
Siddiqui, SI, Drnevich, VP, and De- Wahyudi, I, and Thomas, P Zhang, L, Perez, A, and Putcha, S
schamps, RJ: Time Domain Reflectom- Titi, HH, Mohammed, LN, and Tu- Zhang, M, Takahashi, M, Morin, RH,
etry Development for Use in Geotechni- may, MT: Miniature Cone Penetration in and Esaki, T: Evaluation and Applica-
cal Engineering, March, 9 Soft and Stiff Clays, Dec., 432 tion of the Transient-Pulse Technique for
Determining the Hydraulic Properties of
Sivakumar Babu, GL and Fox, PJ:
Tumay, MT: see Titi, HH, Mohammed, Low-Permeability Rocks—Part |: Theo-
Model for Capillary-induced Radial Flow
LN, and Tumay, MT retical Evaluation, March, 83
in Cohesionless Soils, Sept., 369
Zhang, M, Takahashi, M, Morin, RH,
Sluis, WK: see Arulnathan, R, U
and Esaki, T: Evaluation and Applica-
Boulanger, RW, Kutter, BL, and Sluis,
tion of the Transient-Pulse Technique for
WK
Unal, E and Cakmakci, G: Laboratory Determining the Hydraulic Properties of
Sridharan, A. and Prakash, K.: Shrink- Evaluation of Cemented Backfill Materi- Low-Permeability Rocks—Part 2: experi-
age Limit of Soil Mixtures, March, 3 als for Mines, Dec., 496 mental application, March, 91

Geotechnical Testing Journal
Subject Index
Volume 23, 2000
A Bender element test Cemented backfill
New Tool for Shear Wave Velocity Mea- Laboratory Evaluation of Cemented
Acid rock drainiage surements in Model Tests (Arulnathan, Backfill Materials for Mines (Unal, E and
Oxygen Diffusion Coefficient of Soils at R, Boulanger, RW, Kutter, BL, and Sluis, Cakmakci, G), Dec., 496
High Degrees of Saturation (Shelp, ML WK), Dec., 444
and Yanful, EK), March, 36 Clay
Bentonite Percussion and Cone Methods of Deter-
Adhesion Apparatus and Procedures for Assessing mining the Liquid Limit of Soils: Con-
Interfacial Parameters and Work of Ad- Inorganic Diffusion Coefficients for trolling Mechanisms (Sridharan, A. and
hesion in Soil-Liquid Systems (Kaya, A, Geosynthetic Clay Liners (Rowe, RK, Prakash, K), June, 236
Lloyd, TB, and Fang, H-Y), Dec., 464 Lake, CB, and Petrov, RJ), June, 206
Clay soil
Air saturation
Biobarrier Miniature Cone Penetration in Soft and
Tomographic Evaluation of Air and Wa-
The Influence of Biofilm on the Mechan- Stiff Clays (Titi, HH, Mohammed, LN,
ter Flow Patterns in Soil Column (Wong,
ical Behavior of Sand (Perkins, SW, Gyr, and Tumay, MT), Dec., 432
RCK and Wibowo, R), Dec., 413
P, and James, G), Sept., 300
Air-enry suction (AES), Compaction methods
A Dynamic Method for Determining the Biofilm A New Technique of Kneading Com-
Soil Water Characteristic Curve for The Influence of Biofilm on the Mechan- paction in the Laboratory (Kouassi, P,
Coarse-Grained Soils (Rassam, DW and ical Behavior of Sand (Perkins, SW, Gyr, Breysse, D, Girard, H, and Poulain, D),
Williams, DJ), March, 67 P, and James, G), Sept., 300 March, 72
Anhydrite Computed tomography
Effects of Calcium Sulfate on Swelling Assessment of Localized Deformations
Potential of an Expansive Clay (Azam, S, in Sand Using X-Ray Computed To-
Abduljauwad, SN, Al-Shayea, NA, and Calcareous soils mography (Alshibli, KA, Sture, S,
Baghabra Al-Amoudi, OS), Dec., 389 Sample Preparation Technique for Artifi- Costes, NC, Frank, ML, Lankton, MR,
cially Cemented Soils (Ismail, MA, Joer, Batiste, SN, and Swanson, RA), Sept.,
Anisotropy
HA, and Randolph, MP), June, 171 274
An Investigation of the Elastic Stress-
Strain Behavior of a Banded Sandstone Calcium sulfate Computerized tomography
and a Sandstone-Like Material (Tales- Effects of Calcium Sulfate on Swelling Tomographic Evaluation of Air and Wa-
nick, ML, Katz, A, and Ringel, M), Sept., Potential of an Expansive Clay (Azam, ter Flow Patterns in Soil Column (Wong,
257 S, Abduljauwad, SN, Al-Shayea, NA, RCK and Wibowo, R), Dec., 413
Anisotropic Stiffness Measurements in a and Baghabra Al-Amoudi, OS), Dec.,
Stress-Path Triaxial Cell (Kuwano, R, 389 Concrete
Connolly, TM, and Jardine, RJ), June, The Physicochemical Interaction Be-
14] Calibration tween PHPA Polymer Slurry and Cement
Evaluation of Gravel Stiffness by Pulse Calibration of Testing Equipment for Re- Mortar (Ata, A and O'Neill, M.), June,
Wave Transmission Tests (Modoni, G, liable Small-Strain Deformation Mea- 225
Flora, A, Mancuso, C, Viggiani, C, and surements Using Synthetic Specimens
Tatsuoka, F), Dec., 506 (Kim, D-S and Kweon, G-C), Dec., 454 Cone penetration test
Miniature Cone Penetration in Soft and
Axisymmetric Capillarity
Stiff Clays (Titi, HH, Mohammed, LN,
Assessment of Localized Deformations Model for Capillary-induced Radial Flow
and Tumay, MT), Dec., 432
in Sand Using X-Ray Computed Tomog- in Cohesionless Soils (Sivakumar Babu,
raphy (Alshibli, KA, Sture, S, Costes, GL and Fox, PJ), Sept., 369 Contact patterns
NC, Frank, ML, Lankton, MR, Batiste, Capillary head Variations in Membrane Contact Patterns
SN, and Swanson, RA), Sept., 274 Model for Capillary-induced Radial Flow of Reconstituted Sand Specimens (Saus-
in Cohesionless Soils (Sivakumar Babu, sus, DR, Frost, D, and Ashmawy, AK),
B GL and Fox, PJ), Sept., 369 Dec., 522
Backfill testing Cementation Cyclic strain
Laboratory Evaluation of Cemented Sample Preparation Technique for Artifi- Swelling Behavior of a Desiccated Clay
Backfill Materials for Mines (Unal, E and cially Cemented Soils (Ismail, MA, Joer, (Subba Rao, KS, Sudhakar, MR, and
Cakmakci, G), Dec., 496 HA, and Randolph, MF), June, 171 Gangadhara, S), June, 193
© 2000 by the American Society for Testing and Materials
547
548 GEOTECHNICAL TESTING JOURNAL
Cyclic test Abduljauwad, SN, Al-Shayea, NA, and Granular materials
Calibration of Testing Equipment for Re- Baghabra Al-Amoudi, OS), Dec., 389 Liquefaction and Instability of a Granular
liable Small-Strain Deformation Mea- Fill Material (Leong, WK, Chu, J, and
Expansive soil
surements Using Synthetic Specimens leh, Cl), June, 178
Performance of Drilled Shafts with Isola-
(Kim, D-S and Kweon, G-C), Dec., 454
, tion Tubes in an Expansive Environment Gravel
(Kim, MH, O’Neill, MW, and Kramer, Evaluation of Gravel Stiffness by Pulse
D SL), Sept., 345 Wave Transmission Tests (Modoni, G,
Flora, A, Mancuso, C, Viggiani, C, and
Damping ratio Expansive soils ratsuoka, F), Dec., 506
Dynamic Properties of Granulated Rub- Swelling Behavior of a Desiccated Clay
ber/Sand Mixtures (Feng, ZY and Sutter, (Subba Rao, KS, Sudhakar, MR, and Gypsum
KG), Sept., 338 Gangadhara, S), June, 193 Effects of Calcium Sulfate on Swelling
Potential of an Expansive Clay (Azam,
Darcy S, Abduljauwad, SN, Al-Shayea, NA,
A New Device for Measuring Permeabil- ind Baghabra Al-Amoudi, OS), Dec.,
ity Under High Gradients and Sinusoidal 320
Gradients (Khalifa, M-AOA, Wahyudi, I,
Fabric
and Thomas, P), Dec., 404
Measurement of Uniformity and
Diffusion testing Anisotropy in Granular Materials (Mu- H
Apparatus and Procedures for Assessing hunthan, B, Masad, E, and Assaad, A),
Inorganic Diffusion Coefficients for Dec., 423 Hydraulic conductivity
Geosynthetic Clay Liners (Rowe, RK, Model for Capillary-induced Radial Flow
Lake, CB, and Petrov, RJ), June, 206 Fine-grained clays in Cohesionless Soils (Sivakumar Babu,
The Accuracy of Hydrometer Analysis GL and Fox, PJ), Sept., 369
Direct shear testing for Fine-Grained Clay Particles (Lu, N,
Direct Sheer Interface Test for Shaft Ca- Ristow, GH, and Likos, WJ), Dec., 487 Hydrometer analysis
pacity of Piles in Sand (Reddy, ES, Chap- The Accuracy of Hydrometer Analysis
man, DN, and Sastry, VV), June, 199 Flow for Fine-Grained Clay Particles (Lu,
A New Device for Measuring Permeabil- N, Ristow, GH, and Likos, WJ), Dec.,
Drilled shaft ity Under High Gradients and Sinusoidal AS
Performance of Drilled Shafts with Isola- Gradients (Khalifa, M-AOA, Wahyudi, I,
tion Tubes in an Expansive Environment and Thomas, P), Dec., 404
(Kim, MH, O’Neill, MW, and Kramer,
Forchheimer
SL), Sept., 345
A New Device for Measuring Permeabil-
Dynamic property ity Under High Gradients and Sinusoidal Image analysis
Dynamic Properties of Granulated Rub- Gradients (Khalifa, M-AOA, Wahyudi, I, Measurement of Uniformity and
ber/Sand Mixtures (Feng, ZY and Sutter, and Thomas, P), Dec., 404 Anisotropy in Granular Materials
KG), Sept., 338 Muhunthan, B, Masad, E, and Assaad,
Frequency efect A), Dec., 423
Dynamic test Calibration of Testing Equipment for Re-
Calibration of Testing Equipment for Re- liable Small-Strain Deformation Mea- Image processsing
liable Small-Strain Deformation Mea- surements Using Synthetic Specimens Particle Motion Tracking Utilizing a
surements Using Synthetic Specimens (Kim, D-S and Kweon, G-C), Dec., 454 High-Resolution Digital CCD Camera
(Paikowsky, SG and Xi, F), March, 123
Full-scale horizontal load tests
Instrumentation of Bored Concrete Piles Instrumentation of concrete piles
for Horizontal Load Tests (de Sousa Instrumentation of Bored Concrete Piles
Coutinho, AntonioGF, Emilio, FT, de for Horizontal Load Tests (de Sousa
Elastic waves Almeida Garrett, JL, and Cardoso, ET), Coutinho, AntonioGF, Emilio, FT, de
Tomographic Detection of Low-Velocity Sept., 327 Almeida Garrett, JL, and Cardoso, ET),
Anomalies with Limied Data Sets (Ve- Sept. 327
locity and Attenuation) (Prada, J, Fratta,
Interface friction
D, and Santamarina, JC), Dec., 472
Direct Sheer Interface Test for Shaft Ca-
Electrokinetics pacity of Piles in Sand (Reddy, ES,
An Electrokinetic Testing Apparatus for Geogrid Chapman, DN, and Sastry, VV), June,
Undisturbed/Remoulded Soils Under In- Elastic Modulus of Geogrid-Reinforced 199
Situ Stress Conditions (Shang, JQ and Sand Using Plate Load Tests (Gabr, MA
Inverse problems
Masterson, KL), June, 215 and Hart, JH), June, 245
Tomographic Detection of Low-Veloc-
Embankments Geosynthetics ity Anomalies with Limied Data Sets
Model Studies on Geocell Supported Elastic Modulus of Geogrid-Reinforced (Velocity and Attenuation) (Prada, J,
Embankments Constructed over a Soft Sand Using Plate Load Tests (Gabr, MA Fratta, D, and Santamarina, JC), Dec.,
Clay Foundation (Krishnaswamy, NR, and Hart, JH), June, 245 472
Rajagopal, K, and Lathar, GM), March,
Geotechnical testing Isolation tube
45
An Electrokinetic Testing Apparatus for Performance of Drilled Shafts with Isola-
Expansive clay Undisturbed/Remoulded Soils Under In tion Tubes in an Expansive Environment
Effects of Calcium Sulfate on Swelling Situ Stress Conditions (Shang, JQ and (Kim, MH, O’Neill, MW, and Kramer,
Potential of an Expansive Clay (Azam, S, Masterson, KL), June, 215 SL), Sept., 345
SUBJECT INDEX 549
N R
Nondestructive testing Reclaimed soils
Jetting Tomographic Detection of Low-Veloc- Laboratory and Field Shear Wave Mea-
Lateral Load Behavior of Jetted Piles ity Anomalies with Limied Data Sets surement at a Reclaimed Site in West
(Hameed, RA, Gunaratne, M, Putcha, S, (Velocity and Attenuation) (Prada, J, Taiwan (Chien, LK and Oh, YN), March,
Kuo, C, and Johnson, S), Sept., 358 Fratta, D, and Santamarina, JC), Dec., 21
472
Residual load
L Estimation of Post-Driving Residual
Stresses (Alawneh, AS and Husein
O Malkawi, Al), Sept., 313
Laboratory characterization of back-
ill Oedometer testing Residual stresses
Laboratory Evaluation of Cemented The Influence of Biofilm on the Mechan- Estimation of Post-Driving Residual
Backfill Materials for Mines (Unal, E and ical Behavior of Sand (Perkins, SW, Gyr, Stresses (Alawneh, AS and Husein
Cakmakci, G), Dec., 496 P, and James, G), Sept., 300 Malkawi, Al), Sept., 313
Large-scale laboratory backfill speci- Resin
men Measurement of Uniformity and
Laboratory Evaluation of Cemented Anisotropy in Granular Materials
Backfill Materials for Mines (Unal, E and (Muhunthan, B, Masad, E, and Assaad,
Cakmakci, G), Dec., 496 Permeameter A), Dec., 423
A New Device for Measuring Permeabil-
Lateral loads ity Under High Gradients and Sinusoidal Rubber
Lateral Load Behavior of Jetted Piles Gradients (Khalifa, M-AOA, Wahyudi, I, Dynamic Properties of Granulated Rub-
(Hameed, RA, Gunaratne, M, Putcha, S, and Thomas, P), Dec., 404 ber/Sand Mixtures (Feng, ZY and Sutter,
Kuo, €, and Johnson, S), Sept., 358 KG), Sept., 338
Pile foundation
Liquefaction Load and Resistance Factor Design
Liquefaction and Instability of a Granular (LRFD) for Driven Piles Using Dynamic
Fill Material (Leong, WK, Chu, J, and Methods—a Florida Perspective (Mc-
Teh, CI), June, 178 Vay, MC, Birgisson, B., Zhang, L, Perez, Sand
Load test A, and Putcha, S), March, 55 Assessment of Localized Deformations
Elastic Modulus of Geogrid-Reinforced Pile groups in Sand Using X-Ray Computed Tomog-
Sand Using Plate Load Tests (Gabr, MA Instrumentation of Bored Concrete Piles raphy (Alshibli, KA, Sture, S, Costes,
and Hart, JH), June, 245 for Horizontal Load Tests (de Sousa NC, Frank, ML, Lankton, MR, Batiste,
SN, and Swanson, RA), Sept., 274
Coutinho, AntonioGF, Emilio, FT, de
Shear Deformation of Locked Sand in
Almeida Garrett, JL, and Cardoso, ET),
Triaxial Compression (Wong, RC), June,
M Sept., 327
158
Piles The Influence of Biofilm on the Mechan-
Matric suction
Estimation of Post-Driving Residual ical Behavior of Sand (Perkins, SW, Gyr,
Discussion on “The Use of Miniature
Stresses (Alawneh, AS and Husein P, and James, G), Sept., 300
Pore Pressure Transducers in Measuring
Malkawi, Al), Sept., 313
Matric Suction in Unsaturated Soils” by Sand-bentonite mixture
Lateral Load Behavior of Jetted Piles
K. K. Muraleetharan and K. K. Granger A Method for Testing Tensile Strength in
(Hameed, RA, Gunaratne, M, Putcha, S,
(Marinho, FAM), Dec., 532 Unsaturated Soils (Tang, GX and Gra-
Kuo, C, and Johnson, S), Sept., 358
ham, J), Sept., 377
Membrane penetration Tomographic Detection of Low-Veloc-
Variations in Membrane Contact Patterns ity Anomalies with Limied Data Sets Sand-kaolinite
of Reconstituted Sand Specimens (Saus- (Velocity and Attenuation) (Prada, J, Comparison of Internal and Surface Ero-
sus, DR, Frost, D, and Ashmawy, AK), Fratta, D, and Santamarina, JC), Dec., sion Using Flow Pump Tests on a Sand-
Dec., 522 472 Kaolinite Mixture (Reddi, LN, Lee, IM,
and Bonala, M), March, 116
Microbial bacteria Plasticity
The Influence of Biofilm on the Mechan- Percussion and Cone Methods of Deter- Sandstones
ical Behavior of Sand (Perkins, SW, Gyr, mining the Liquid Limit of Soils: Con- An Investigation of the Elastic Stress-
P, and James, G), Sept., 300 trolling Mechanisms (Sridharan, A. and Strain Behavior of a Banded Sandstone
Prakash, K), June, 236 and a Sandstone-Like Material
Mineralogical composition
(Talesnick, ML, Katz, A, and Ringel, M),
Percussion and Cone Methods of Deter- Polymer
Sept., 257
mining the Liquid Limit of Soils: Con- The Physicochemical Interaction Be-
trolling Mechanisms (Sridharan, A. and tween PHPA Polymer Slurry and Cement Sedimentation tests
Prakash, K), June, 236 Mortar (Ata, A and O'Neill, M.), June, The Accuracy of Hydrometer Analysis
225 for Fine-Grained Clay Particles (Lu, N,
Modulus
Ristow, GH, and Likos, WJ), Dec., 487
Calibration of Testing Equipment Porosity
for Reliable Small-Strain Deformation Apparatus and Procedures for Assessing Shaft capacity
Measurements Using Synthetic Speci- Inorganic Diffusion Coefficients for Direct Sheer Interface Test for Shaft Ca-
mens (Kim, D-S and Kweon, G-C), Geosynthetic Clay Liners (Rowe, RK, pacity of Piles in Sand (Reddy, ES, Chap-
Dec., 454 Lake, CB, and Petrov, RJ), June, 206 man, DN, and Sastry, VV), June, 199
550 GEOTECHNICAL TESTING JOURNAL
Shear banding Swelling Triaxial cell
Shear Deformation of Locked Sand in Swelling Behavior of a Desiccated Clay Anisotropic Stiffness Measurements in a
Triaxial Compression (Wong, RC), June, (Subba Rao, KS, Sudhakar, MR, and Stress-Path Triaxial Cell (Kuwano, R,
158 Gangadhara, S), June, 193 Connolly, TM, and Jardine, RJ), June,
14]
Shear bands
Assessment of Localized Deformations Triaxial testing
in Sand Using X-Ray Computed Tomog- Sample Preparation Technique for Artifi-
raphy (Alshibli, KA, Sture, S, Costes, Tapered piles cially Cemented Soils (Ismail, MA, Joer,
NC, Frank, ML, Lankton, MR, Batiste, Cyclic Response of Axially Loaded Ta- HA, and Randolph, MF), June, 171
SN, and Swanson, RA), Sept., 274 pered Piles (El Neggar, MH and Wei, lhe Influence of Biofilm on the Mechan-
JQ), March, 100 ical Behavior of Sand (Perkins, SW, Gyr,
Shear modulus P, and James, G), Sept., 300
Dynamic Properties of Granulated Rub- Tensile strength
ber/Sand Mixtures (Feng, ZY and Sutter, A Method for Testing Tensile Strength in
KG), Sept., 338 Unsaturated Soils (Tang, GX and Gra-
New Tool for Shear Wave Velocity Mea- ham, J), Sept., 377
surements in Model Tests (Arulnathan,
R, Boulanger, RW, Kutter, BL, and Sluis, Time domain reflectrometry Ultrasound
WK), Dec., 444 Time Domain Reflectometry Develop- Tomographic Detection of Low-Velocity
ment for Use in Geotechnical Engineer- \nomalies with Limied Data Sets (Ve-
Shear wave velocity ing (Siddiqui, SI, Drnevich, VP, and De- locity and Attenuation) (Prada, J, Fratta,
New Tool for Shear Wave Velocity Mea- schamps, RJ), March, 9 D, and Santamarina, JC), Dec., 472
surements in Model Tests (Arulnathan,
R, Boulanger, RW, Kutter, BL, and Sluis, Tire chip Unsaturated soil
WK), Dec., 444 Dynamic Properties of Granulated Rub Discussion on “The Use of Miniature
ber/Sand Mixtures (Feng, ZY and Sutter, Pore Pressure Transducers in Measuring
Shrinkage limit KG), Sept., 338 Matric Suction in Unsaturated Soils” by
Shrinkage Limit of Soil Mixtures (Srid- K. K. Muraleetharan and K. K. Granger
haran, A. and Prakash, K.), March, 3 Tomography (Marinho, FAM), Dec., 532
Shear Deformation of Locked Sand in
Site characterization Triaxial Compression (Wong, RC), June, Unsaturated soils
Miniature Cone Penetration in Soft and 158 \ Method for Testing Tensile Strength in
Stiff Clays (Titi, HH, Mohammed, LN, Tomographic Detection of Low-Velocity Unsaturated Soils (Tang, GX and Gra-
and Tumay, MT), Dec., 432 Anomalies with Limied Data Sets (Ve- ham, J), Sept., 377
locity and Attenuation) (Prada, J, Fratta,
Slurry
D, and Santamarina, JC), Dec., 472
The Physicochemical Interaction Be-
tween PHPA Polymer Slurry and Cement Torsion
Mortar (Ata, A and O'Neill, M.), June, An Investigation of the Elastic Stress-
Velocity
225 Strain Behavior of a Banded Sandstone
lomographic Detection of Low-Velocity
and a Sandstone-Like Material
Soil Anomalies with Limied Data Sets (Ve-
(Talesnick, ML, Katz, A, and Ringel, M),
Tomographic Evaluation of Air and Wa- locity and Attenuation) (Prada, J, Fratta,
Sept., 257
ter Flow Patterns in Soil Column (Wong, D, and Santamarina, JC), Dec., 472
RCK and Wibowo, R), Dec., 413 Transducers
Void ratio
Anisotropic Stiffness Measurements in a
Soil mechanics \ssessment of Localized Deformations
Stress-Path Triaxial Cell (Kuwano, R,
An Electrokinetic Testing Apparatus for in Sand Using X-Ray Computed To-
Connolly, TM, and Jardine, RJ), June,
Undisturbed/Remoulded Soils Under In- mography (Alshibli, KA, Sture, S,
14]
Situ Stress Conditions (Shang, JQ and Costes, NC, Frank, ML, Lankton, MR,
Masterson, KL), June, 215 Transient pulse Batiste, SN, and Swanson, RA), Sept.,
Evaluation and Application of the Tran 274
Soil-liquid systems
sient-Pulse Technique for Determining
Interfacial Parameters and Work of Ad-
the Hydraulic Properties of Low-Perme
hesion in Soil-Liquid Systems (Kaya, A,
ability Rocks—Part |: Theoretical Evalua- W
Lloyd, TB, and Fang, H-Y), Dec., 464
tion (Zhang, M, Takahashi, M, Morin,
Soils RH, and Esaki, T), March, 83 Waste tire
A New Device for Measuring Permeabil- Dynamic Properties of Granulated Rub-
Transient-pulse
ity Under High Gradients and Sinusoidal ber/Sand Mixtures (Feng, ZY and Sutter,
Evaluation and Application of the Tran
Gradients (Khalifa, M-AOA, Wahyudi, I, KG), Sept., 338
sient-Pulse Technique for Determining
and Thomas, P), Dec., 404
the Hydraulic Properties of Low-Perme Wave
Stiffness ability Rocks—Part 2: experimental appli \ New Device for Measuring Permeabil-
Evaluation of Gravel Stiffness by Pulse cation (Zhang, M, Takahashi, M, Morin, ity Under High Gradients and Sinusoidal
Wave Transmission Tests (Modoni, G, RH, and Esaki, T), March, 91 Gradients (Khalifa, M-AOA, Wahyudi, I,
Flora, A, Mancuso, C, Viggiani, C, and and Thomas, P), Dec., 404
Triaxial
Tatsuoka, F), Dec., 506
Assessment of Localized Deformations Wave velocity
Stress in Sand Using X-Ray Computed Tomog- Evaluation of Gravel Stiffness by Pulse
Liquefaction and Instability of a Granular raphy (Alshibli, KA, Sture, S, Costes, Wave Transmission Tests (Modoni, G,
Fill Material (Leong, WK, Chu, J, and NC, Frank, ML, Lankton, MR, Batiste, Flora, A, Mancuso, C, Viggiani, C, and
Teh, CI), June, 178 SN, and Swanson, RA), Sept., 274 latsuoka, F), Dec., 506
is es