Geotechnical Testing Journal 1996: Vol 19 Index

9 Pages·1996·2.2 MB·English

Geotechnical Testing Journal
Author Index
Volume 19, 1996
Barbour, SL, Lim, PC, and Fredlund, Drumm, EC, Li, Z, Reeves, JS, and
Number Issue Pages DG: New technique for diffusion testing Madgett, MR: Alternative test method
of unsaturated soil, Sept., 247 for resilient modulus of fine-grained sub-
1 March 1-106
grades, June, 141
y June 107-240 Barry, DA: see Bajracharya, K, Barry,
3 September 241-340 DA, and Culligan, PJ
4 December 341-488
Bennett, RH: see Andersen, GR, Bennett,
RH, Barber, ME, Todorovski, L. amd E-G
Maynard, GL
A-B Eischens, G and Swanson, A: Proposed
Benson, CH: see Abu-Hassanein, ZS, standard test method for measurement of
Abdi, H and Garga, VK: Laboratory Benson, CH, Wang, X, and Blotz, LR pneumatic permeability of partially satu-
evaluation of horizontal stress in over- Blotz, LR: see Abu-Hassanein, ZS, Ben- rated porous materials by flowing air,
consolidated sands, March, 85 son, CH, Wang, X, and Blotz, LR June, 232
Abu-Hassanein, ZS, Benson, CH, Bray, JD: see Lazarte, CA and Bray, JD Esaki, T, Zhang, M, Takeshita, A, and
Wang, X, and Blotz, LR: Determining Mitani, Y: Rigorous theoretical analysis
bentonite content in soil-bentonite mix- Brignoli, EGM, Gotti, M, and Stokoe, of a flow pump permeability test, Sept.,
tures using electrical conductivity, KH, II: Measurement of shear waves in 241
March, 51 laboratory specimens by means of piezo- Evgin, E: see Fakharian, K and Evgin, E
electric transducers, Dec., 384
Adams, BA, Wulfsohn, D, and Fakharian, K and Evgin, E: Automated
Fredlund, DG: Air volume change mea- Bunatova, V: see Passas, N, Butenuth, C, apparatus for three-dimensional mono-
surement in. unsaturated soil testing using de Freitas, MH, and Bunatova, V tonic and cyclic testing of interfaces,
a digital pressure-volume controller, Butenuth, C: see Passas, N, Butenuth, C, March, 22
March, 12
de Freitas, MH, and Bunatova, V
Fox, PJ: Analysis of hydraulic gradient
Agaiby, SW, Kulhawy, FH, and Traut- effects for laboratory hydraulic conduc-
mann, CH: Large-scale model testing of tivity testing, June, 181
laterally loaded drilled shafts in sand,
March, 32 C-D Fratta, D and Santamarina, JC: Wave
propagation in soils: multi-mode, wide-
Allam, MM: band testing in a waveguide device,
see Robinson, RG and Allam, MM Casper, R: see McVay, MC, Shang, T-I, June, 130
see Subba Rao, KS, Allam, MM, and and Casper, R
Robinson, RG Fredlund, DG:
Cheong, HK: see Leong, EC, Cheong,
see Adams, BA, Wulfsohn, D, and
Andersen, GR, Bennett, RH, Barber, HK, and Pan, TC Fredlund, DG
ME, Todorovski, L, and Maynard, GL: Chin, JT and Poulos, HG: Tests on see Rahardjo, H and Fredlund, DG
Multi-sensor piezometer for shailow model jacked piles in calcareous sand, see Vanapalli, SK, Fredlund, DG, and
marine sediments in coastal environ- June, 164 Pufahl, DE
ments, Dec., 373 see Barbour, SL, Lim, PC, and
Clift, SJ: see Pincus, HJ Fredlund, DG
Asha, SR: see Sridharan, A, Prakash, K,
and Asha, SR Contreras, IA: see Stark, TD and Con- Frost, JD and Kuo, C-Y: Automated
treras, IA determination of the distribution of local
Bajracharya, K, Barry, DA, and Culli-
void ratio from digital images, June, 107
gan, PJ: Discussion on “Geo-environ- Culligan, PJ: see Bajracharya, K, Barry,
mental assessment of a micaceous soil DA, and Culligan, PJ Garga, VK: see Abdi, H and Garga, VK
for its potential use as an engineered clay
barrier” by A. M. O. Mohamed, R. N. de Freitas, MH: see Passas, N, Butenuth, Ghiassian, H, Hryciw, RD, and Gray,
Yong, B. K. Tan, A. Farkas, and L. W. C, de Freitas, MH, and Bunatova, V DH: Laboratory testing apparatus for
Curtis, Dec., 452 slopes stabilized by anchored geosynthet-
Dowding, CH, Huang, F-C, and ics, March, 65
Barber, ME: see Andersen, GR, Bennett, McComb, PS: Water pressure measure-
RH, Barber, ME, Todorovski, L, and ment with time domain reflectometry Gillette, DR: see Goodings, DJ and Gil-
Maynard, GL cables, March, 58 lette, DR
© 1996 by the American Society for Testing and Materials
473
474 GEOTECHNICAL TESTING JOURNAL
Goodings, DJ and Gillette, DR: Model L-M O-P
size effects in centrifuge models of granu-
lar slope instability, Sept., 277 Lade, PV, Yamamuro, JA, and Skyers, Onofrei, CI: see Mohamed, AMO, Yong,
BD: Effects of shear band formation in RN, Onofrei, CI, and Kjartanson, BH
Gotti, M: see Brignoli, EGM, Gotti, M,
triaxial extension tests, Dec., 398
and Stokoe, KH, II Pan, TC: see Leong, EC, Cheong, HK,
Lazarte, CA and Bray, JD: Study of and Pan, TC
Gray, DH: see Ghiassian, H, Hryciw, RD,
strike-slip faulting using small-scale
and Gray, DH Papagiannakis, T: see Masad, E, Taha, R,
models, June, 118
Ho, C, and Papagiannakis, T
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Gunnink, BW: Advances in conducto- June, 223 measured in different fluids, Sept., 310
metric phase transition porosimetry, Lei, I-M: see Lee, D-H, Juang, CH, and Pincus, HJ: Interlaboratory Program for
March, 74 Lei, I-M Rock Properties: Round two—Confined
compression: Young’s Modulus, Pois-
Leonard, M: see Karakouzian, M,
son’s Ratio, and ultimate strength,
Pitchford, A, Leonard, M, and Johnson, B
Sept., 321
H-K Leong, EC, Cheong, HK, and Pan, TC:
Pincus, HJ and Clift, SJ: Interlaboratory
Device for the measurement of sub-sur-
Program for Rock Properties: Round
face ground vibrations, Sept., 286
Ho, C: see Masad, E, Taha, R, Ho, C, three—Repeatability and Reproducibility
and Papagiannakis, T Li, Z: see Drumm, EC, Li, Z, Reeves, JS, of RQD Values for Selected Sedimentary
and Madgett, MR Rocks, Dec., 457
Hoque, E, Tatsuoka F, and Sato, T:
Measuring anisotropic elastic properties Li, XS: Flexible strain gage for soil test- Pitchford, A: see Karakouzian, M,
of sand using a large triaxial specimen, ing, Sept., 305 Pitchford, A, Leonard, M, and Johnson, B
Dec., 411
Potnis, A: see Salman, AG, Juran, I, and
Lim, PC: see Barbour, SL, Lim, PC, and
Hossain, D: Direct and indirect perme- Fredlund, DG Potnis, A
ability of fissured tills, June, 191
Poulos, HG: see Chin, JT and Poulos, HG
Madgett, MR: see Drumm, EC, Li, Z,
Hryciw, RD: see Ghiassian, H, Hryciw, Reeves, JS, and Madgett, MR Prakash, K: see Sridharan, A, Prakash,
RD, and Gray, DH K, and Asha, SR
Masad, E, Taha, R, Ho, C, and Papagi-
Huang, F-C: see Dowding, CH, Huang, annakis, T: Engineering properties of Pufahl, DE: see Vanapalli, SK, Fredlund,
F-C, and McComb, PS tire/soil mixtures as a lightweight fill DG, and Pufahl, DE
material, Sept., 297
Huntington, GS: see Ksaibati, K and
Huntington, GS Masada, T: see Sargand, S, Masada, T,
and Hurd, JO R-S
Hurd, JO: see Sargand, S, Masada, T, and
Hurd, JO Maynard, GL: see Andersen, GR, Ben-
Rahardjo, H and Fredlund, DG: Con-
nett, RH, Barber, ME, Todorovski, L, and
Johnson, B: see Karakouzian, M, Maynard, GL solidation apparatus for testing unsatu-
Pitchford, A, Leonard, M, and Johnson, B rated soils, Dec., 341
McComb, PS: see Dowding, CH, Huang,
Reeves, JS: see Drumm, EC, Li, Z,
Juang, CH: see Lee, D-H, Juang, CH, and F-C, and McComb, PS
Lei, I-M Reeves, JS, and Madgett, MR
McVay, MC, Shang, T-I, and Casper,
Robinson, RG
Juran, I: see Salman, AG, Juran, I, and R: Centrifuge testing of fixed-head later-
see Subba Rao, KS, Allam, MM, and
Potnis, A ally loaded battered and plumb pile
Robinson, RG
groups in sand, March, 41
Karakouzian, M, Pitchford, A, Leo- Determination of coefficient of consol-
nard, M, and Johnson, B: Measure- Melachrinos, B: Method of rapid deter- idation from early stage of log t¢ plot,
ments of soluble salt content of soils from mination of the plasticity index of calcar- Sept., 316
arid and semi-arid regions, Dec., 364 eous materials used in road construction, Salman, AG, Juran, I, and Potnis, A:
Dec., 438 Cylindrical expansion test for tensile
Kjartanson, BH: see Mohamed, AMO,
properties of geotextiles, Dec., 432
Yong, RN, Onofrei, CI, and Kjartanson, Mitani, Y: see Esaki, T, Zhang, M, Takes-
BH hita, A, and Mitani, Y Santamarina, JC: see Fratta, D and Santa-
marina, JC
Ksaibati, K and Huntington, GS: Eval- Mohamed, AMO, Yong, RN, Onofrei,
uation of sulfate expansion in soil- CI, and Kjartanson, BH: Coupled heat Sargand, S, Masada, T, and Hurd, JO:
cements, Sept., 269 and moisture flow in unsaturated swelling Effect of rib spacing on deformation of
clay barriers, June, 155 profile-wall plastic pipes buried in coarse
Kulhawy, FH: see Agaiby, SW, Kulhawy, granular backfill, June, 217
FH, and Trautmann, CH Morris, PH and Williams, DJ: Compar-
ison of gas and water pycnometry of coal Sato, T: see Hoque, E, Tatsuoka F, and
Kuo, C-Y: see Frost, JD and Kuo, C-Y mine wastes, March, 95 Sato, T
AUTHOR INDEX 475
Schofield, AN: see Stone, KJL, Smith, face apparatus for testing unrestricted unsaturated shear strength of a compacted
CC, and Schofield, AN friction of soil along surfaces” by S. G. glacial till, Sept., 259
Paikowsky, C. M. Player, and P. J. Con-
Shang, T-I: see McVay, MC, Shang, T-I,
nors, Dec., 446
and Casper, R
Swanson, A: see Eischens, G and Swan-
Sheahan, TC and Watters, PJ: Using W-Z
son, A
an automated rowe cell for cinstant rate
of strain consolidation testing, Dec., 354 Wang, X: see Abu-Hassanein, ZS, Ben-
son, CH, Wang, X, and Blotz, LR
Skyers, BD: see Lade, PV, Yamamuro,
JA, and Skyers, BD T-V Watters, PJ: see Sheahan, TC and Watt-
Smith, CC: see Stone, KJL, Smith, CC, ers, PJ
Taha, R: see Masad, E, Taha, R, Ho, C,
and Schofield, AN
and Papagiannakis, T Williams, DJ: see Morris, PH and Wil-
Sridharan, A, Prakash, K, and Asha, liams, DJ
Takeshita, A: see Esaki, T, Zhang, M,
SR: Consolidation behavior of clayey
Takeshita, A, and Mitani, Y Windisch, EJ: Grain-size distribution of
soils under radial drainage, Dec., , 421
mixed aggregates, June, 227
Stark, TD and Contreras, [A: Constant Tatsuoka F: see Hoque, E, Tatsuoka F,
and Sato, T Wulfsohn, D: see Adams, BA, Wulfsohn,
volume ring shear apparatus, March, 3
D, and Fredlund, DG
Stephenson, R: see Gray, R and Stephen- Todorovski, L: see Andersen, GR, Ben-
son, R nett, RH, Barber, ME, Todorovski, L, and Yamamuro, JA: see Lade, PV, Yama-
Maynard, GL muro, JA, and Skyers, BD
Stokoe, KH, II: see Brignoli, EGM, Gotti,
M, and Stokoe, KH, II Trautmann, CH: see Agaiby, SW, Kul- Yong, RN: sge Mohamed, AMO, Yong,
hawy, FH, and Trautmann, CH RN, Onofrei, CI, and Kjartanson, BH
Stone, KJL, Smith, CC, and Schofield,
AN: Thermally controlled test chamber Tumay, MT: see Zhang, Z and Tumay, Zhang, Z and Tumay, MT: Simplifica-
for centrifuge and laboratory experi- MT tion of soil classification charts derived
ments, Dec., 441 from the cone penetration test, June, 203
Vanapalli, SK, Fredlund, DG, and
Subba Rao, KS, Allam, MM, and Rob- Pufahl, DE: Relationship between the Zhang, M: see Esaki, T, Zhang, M, Takes-
inson, RG: Discussion on “A dual inter- soil-water characteristic curve and the hita, A, and Mitani, Y

Geotechnical Testing Journal
Subject Index |
Volume 19, 1996
A-B Bentonite Clays
Determining bentonite content in soil- Method of rapid determination of the
Adsorption isotherm bentonite mixtures using electrical con- plasticity index of calcareous materials
Discussion on “Geo-environmental ductivity (Abu-Hassanein, ZS, Benson, used in road construction (Melachrinos,
assessment of a micaceous soil for its CH, Wang, X, and Blotz, LR), March, 51 B), Dec., 438
potential use as an engineered clay bar- Using an automated rowe cell for con-
rier” by A. M. O. Mohamed, R. N. Yong, Boundary conditions stant rate of strain consolidation testing
B. K. Tan, A. Farkas, and L. W. Curtis, Model size effects in centrifuge models (Sheahan, TC and Watters, PJ), Dec., 354
(Bajracharya, K, Barry, DA, and Culli- of granular slope instability (Goodings, Study of strike-slip faulting using
gan, PJ), Dec., 452 DJ and Gillette, DR), Sept., 277 small-scale models (Lazarte, CA and
Bray, JD), June, 118
Advection-dispersion equation Brazilian test Consolidation behavior of clayey soils
Discussion on “Geo-environmental High-temperature Brazilian test for ten- under radial drainage, (Sridharan, A, Pra-
assessment of a micaceous soil for its sile strength of metamorphic limestone, kash, K, and Asha, SR), Dec., 421
potential use as an engineered clay bar- (Lee, D-H, Juang, CH, and Lei, I-M),
rier” by A. M. O. Mohamed, R. N. Yong, June, 223 Clay shales
B. K. Tan, A. Farkas, and L. W. Curtis, Constant volume ring shear apparatus
Bulk density
(Bajracharya, K, Barry, DA, and Culli- (Stark, TD and Contreras, IA), March, 3
Rock porosity determinations using parti-
gan, PJ), Dec., 452
cle densities measured in different fluids Clay structure
Aggregate (Passas, N, Butenuth, C, de Freitas, MH, Advances in conductometric phase tran-
Grain-size distribution of mixed aggre- and Bunatova, V), Sept., 310 sition porosimetry (Gunnink, BW),
gates (Windisch, EJ), June, 227 March, 74
Air volume change measurement Coal mine wastes
Air volume change measurement in Comparison of gas and water pycnometry
unsaturated soil testing using a digital C-D of coal mine wastes (Morris, PH and Wil-
pressure-volume controller, (Adams, BA, liams, DJ), March, 95
Wulfsohn, D, and Fredlund, DG), Calcareous sands
March, 12 Tests on model jacked piles in calcareous Coaxial cable
Water pressure measurement with time
Airflow sand (Chin, JT and Poulos, HG), June, domain reflectometry cables, (Dowding,
Proposed standard test method for mea- 164 CH, Huang, F-C, and McComb, PS),
surement of pneumatic permeability of Capillary phenomena March, 58
partially saturated porous materials by
flowing air (Eischens, G and Swanson, Advances in conductometric phase tran- Coefficient of consolidation
A), June, 232 sition porosimetry (Gunnink, BW), Determination of coefficient of consol-
March, 74 idation from early stage of log t plot (Rob-
Anchoring inson, RG and Allam, MM), Sept., 316
Laboratory testing apparatus for slopes Cement-treated soils Consolidation behavior of clayey soils
stabilized by anchored geosynthetics, Evaluation of sulfate expansion in soil- under radial drainage, (Sridharan, A, Pra-
(Ghiassian, H, Hryciw, RD, and Gray, cements (Ksaibati, K and Huntington, kash, K, and Asha, SR), Dec., 421
GS), Sept., 269
DH), March, 65
Coefficient of permeability
Atterberg Limits Centrifuges Analysis of hydraulic gradient effects
Method of rapid determination of the Thermally controlled test chamber for for laboratory hydraulic conductivity
plasticity index of calcareous materials centrifuge and laboratory experiments, testing (Fox, PJ), June, 181
used in road construction (Melachrinos, (Stone, KJL, Smith, CC, and Schofield, Direct and indirect permeability of fis-
B), Dec., 438 AN), Dec., 441 sured tills (Hossain, D), June, 191
Centrifuge testing of fixed-head later-
Automation ally loaded battered and plumb pile Compressibility testing
Using an automated rowe cell for cins- groups in sand, (McVay, MC, Shang, T- Consolidation behavior of clayey soils
tant rate of strain consolidation testing I, and Casper, R), March, 41 under radial drainage, (Sridharan, A, Pra-
(Sheahan, TC and Watters, PJ), Dec., 354 kash, K, and Asha, SR), Dec., 421
Measuring anisotropic elastic proper- Classification
ties of sand using a large triaxial speci- Simplification of soil classification charts Compressive waves
men, (Hoque, E, Tatsuoka F, and Sato, derived from the cone penetration test Measurement of shear waves in labora-
T), Dec., 411 (Zhang, Z and Tumay, MT), June, 203 tory specimens by means of piezoelectric
© 1996 by the American Society for Testing and Materials
477
478 GEOTECHNICAL TESTING JOURNAL
transducers, (Brignoli, EGM, Gotti, M, Electrical conductivity Gradation
and Stokoe, KH, II), Dec., 384 Determining bentonite content in soil- Grain-size distribution of mixed aggre-
bentonite mixtures using electrical con- gates (Windisch, EJ), June, 227
Conductometric phase transition
ductivity (Abu-Hassanein, ZS, Benson,
porosimetry Grain size
CH, Wang, X, and Blotz, LR), March, 51
Advances in conductometric phase tran- Model size effects in centrifuge models
Measurements of soluble salt content
sition porosimetry (Gunnink, BW), of granular slope instability (Goodings,
of soils from arid and semi-arid regions
March, 74 DJ and Gillette, DR), Sept., 277
(Karakouzian, M, Pitchford, A, Leonard,
Cone penetration tests M, and Johnson, B), Dec., 364 Granular materials
Simplification of soil classification charts Discussion on “A dual interface appa-
derived from the cone penetration test Environmental conditions
ratus for testing unrestricted friction of
(Zhang, Z and Tumay, MT), June, 203 Thermally controlled test chamber for soil along surfaces” by S. G. Paikowsky,
centrifuge and laboratory experiments,
Conformal mapping C. M. Player, and P. J. Connors, (Subba
(Stone, KJL, Smith, CC, and Schofield,
Simplification of soil classification charts Rao, KS, Allam, MM, and Robinson,
AN), Dec., 441
derived from the cone penetration test RG), Dec., 446
(Zhang, Z and Tumay, MT), June, 203 Automated determination of the distri-
Failure
bution of local void ratio from digital
Consolidation Model size effects in centrifuge models
images (Frost, JD and Kuo, C-Y), June,
Using an automated rowe cell for cins- of granular slope instability (Goodings,
107
tant rate of strain consolidation testing DJ and Gillette, DR), Sept., 277
(Sheahan, TC and Watters, PJ), Dec., 354
Consolidation apparatus for testing Faults
unsaturated soils (Rahardjo, H and Study of strike-slip faulting using small-
Fredlund, DG), Dec., 341 scale models (Lazarte, CA and Bray, JD), H-J
Direct and indirect permeability of fis- June, 118
Helium
sured tills (Hossain, D), June, 191
Field tests Comparison of gas and water pycnometry
Cyclic loading Effect of rib spacing on deformation of of coal mine wastes (Morris, PH and Wil-
Tests on model jacked piles in calcareous profile-wall plastic pipes buried in coarse liams, DJ), March, 95
sand (Chin, JT and Poulos, HG), June, granular backfill, (Sargand, S, Masada,
164 T, and Hurd, JO), June, 217 Hydraulic conductivity
Analysis of hydraulic gradient effects for
Degree of consolidation
Determination of coefficient of consoli- Fine-grained soils laboratory hydraulic conductivity testing
dation from early stage of log t plot (Rob- Direct and indirect permeability of fis- (Fox, PJ), June, 181
inson, RG and Allam, MM), Sept., 316 sured tills (Hossain, D), June, 191 Hydraulic gradient
Analysis of hydraulic gradient effects for
Diffusion test Flow pump
laboratory hydraulic conductivity testing
New technique for diffusion testing of Rigorous theoretical analysis of a flow
(Fox, PJ), June, 181
unsaturated soil, (Barbour, SL, Lim, PC, pump permeability test (Esaki, T, Zhang,
and Fredlund, DG), Sept., 247 M, Takeshita, A, and Mitani, Y), Sept., Image analysis
Digital pressure-volume controller 241 Automated determination of the distribu-
Air volume change measurement in tion of local void ratio from digital
unsaturated soil testing using a digital Foundations images (Frost, JD and Kuo, C-Y), June,
pressure-volume controller, (Adams, BA, Large-scale model testing of laterally 107
loaded drilled shafts in sand, (Agaiby,
Wulfsohn, D, and Fredlund, DG),
SW, Kulhawy, FH, and Trautmann, CH), In situ measurement
March, 12
March, 32 Flexible strain gage for soil testing (Li,
Direct shear testing XS), Sept., 305
Automated apparatus for three-dimen- Free-field
sional monotonic and cyclic testing of Device for the measurement of sub-sur- Inductance
interfaces (Fakharian, K and Evgin, E), face ground vibrations, (Leong, EC, Flexible strain gage for soil testing (Li,
March, 22 Cheong, HK, and Pan, TC), Sept., 286 XS), Sept., 305
Drainage systems Inorganic chemicals
Friction
Consolidation behavior of clayey soils New technique for diffusion testing of
Discussion on “A dual interface appara-
under radial drainage, (Sridharan, A, Pra- unsaturated soil, (Barbour, SL, Lim, PC,
tus for testing unrestricted friction of soil
kash, K, and Asha, SR), Dec., 421 and Fredlund, DG), Sept., 247
along surfaces” by S. G. Paikowsky, C.
Drilled shafts M. Player, and P. J. Connors, (Subba Rao, Interface testing
Large-scale model testing of laterally KS, Allam, MM, and Robinson, RG), Automated apparatus for three-dimen-
loaded drilled shafts in sand, (Agaiby, Dec., 446 sional monotonic and cyclic testing of
SW, Kulhawy, FH, and Trautmann, CH), interfaces (Fakharian, K and Evgin, E),
March, 32 Gas pycnometry March, 22
Comparison of gas and water pycnometry
of coal mine wastes (Morris, PH and Wil- Interlaboratory testing
E-G liams, DJ), March, 95 Interlaboratory Program for Rock Proper-
ties: Round two—Confined compression:
Earthquakes Geotextile Young’s Modulus, Poisson’s Ratio, and
Study of strike-slip faulting using small- Cylindrical expansion test for tensile ultimate strength (Pincus, HJ), Sept., 321
scale models (Lazarte, CA and Bray, JD), properties of geotextiles, (Salman, AG, Interlaboratory Program for Rock Prop-
June, 118 Juran, I, and Potnis, A), Dec., 432 erties: Round three—Repeatability and
SUBJECT INDEX 479
Reproducibility of RQD Values for Matric suction sensor interfaces (Fakharian, K and Evgin, E),
Selected Sedimentary Rocks (Pincus, HJ Consolidation apparatus for testing unsat- March, 22
and Clift, SJ), Dec., 457 urated soils (Rahardjo, H and Fredlund,
DG), Dec., 341 Permeability
Jacked piles Proposed standard test method for
Tests on model jacked piles in calcareous Mix measurement of pneumatic permeability
sand (Chin, JT and Poulos, HG), June, Grain-size distribution of mixed aggre- of partially saturated porous materials by
164 gates (Windisch, EJ), June, 227 flowing air (Eischens, G and Swanson,
A), June, 232
Model test
Rigorous theoretical analysis of a flow
Thermally controlled test chamber for
pump permeability test (Esaki, T, Zhang,
centrifuge and laboratory experiments,
M, Takeshita, A, and Mitani, Y), Sept.,
L-M (Stone, KJL, Smith, CC, and Schofield,
241
AN), Dec., 441
Large-scale model testing of laterally
Laboratory testing Physical models
loaded drilled shafts in sand, (Agaiby,
Discussion on “A dual interface appa- Study of strike-slip faulting using small-
SW, Kulhawy, FH, and Trautmann, CH),
ratus for testing unrestricted friction of scale models (Lazarte, CA and Bray, JD),
March, 32
soil along surfaces” by S. G. Paikowsky, June, 118
C. M. Player, and P. J. Connors, (Subba Moisture
Rao, KS, Allam, MM, and Robinson, Coupled heat and moisture flow in unsat- Piezometer probe
RG), Dec., 446 urated swelling clay barriers (Mohamed, Multi-sensor piezometer for shallow
Laboratory evaluation of horizontal AMO, Yong, RN, Onofrei, CI, and Kjar- marine sediments in coastal environ-
stress in overconsolidated sands (Abdi, tanson, BH), June, 155 ments (Andersen, GR, Bennett, RH, Bar-
H and Garga, VK), March, 85 ber, ME, Todorovski, L, and Maynard,
GL), Dec., 373
Landfills
Determining bentonite content in soil- Pile groups
N-P
bentonite mixtures using electrical con- Centrifuge testing of fixed-head laterally
ductivity (Abu-Hassanein, ZS, Benson, loaded battered and plumb pile groups
CH, Wang, X, and Blotz, LR), March, 51 Near-field effect in sand, (McVay, MC, Shang, T-I, and
Measurement of shear waves in labora- Casper, R), March, 41
Lateral loads tory specimens by means of piezoelectric
Centrifuge testing of fixed-head laterally transducers, (Brignoli, EGM, Gotti, M, Plastic pipe
loaded battered and plumb pile groups and Stokoe, KH, II), Dec., 384 Effect of rib spacing on deformation of
in sand, (McVay, MC, Shang, T-I, and profile-wall plastic pipes buried in coarse
Necking
Casper, R), March, 41 granular backfill, (Sargand, S, Masada,
Effects of shear band formation in triaxial
T, and Hurd, JO), June, 217
Latex coil extension tests, (Lade, PV, Yamamuro,
Flexible strain gage for soil testing (Li, JA, and Skyers, BD), Dec., 398 Plasticity
XS), Sept., 305 Nitrogen Method of rapid determination of the
Lightweight fill Comparison of gas and water pycnometry plasticity index of calcareous materials
Engineering properties of tire/soil mix- of coal mine wastes (Morris, PH and Wil- used in road construction (Melachrinos,
tures as a lightweight fill material liams, DJ), March, 95 B), Dec., 438
(Masad, E, Taha, R, Ho, C, and Papagian-
Ottawa sand Pneumatic permeability
nakis, T), Sept., 297
Engineering properties of tire/soil mix- Proposed standard test method for mea-
tures as a lightweight fill material surement of pneumatic permeability of
Limestones
(Masad, E, Taha, R, Ho, C, and Papagian- partially saturated porous materials by
Method of rapid determination of the
nakis, T), Sept., 297 flowing air (Eischens, G and Swanson,
plasticity index of calcareous materials
A), June, 232
used in road construction (Melachrinos, Overconsolidation
B), Dec., 438 Laboratory evaluation of horizontal stress Pore pressure
Loading in overconsolidated sands (Abdi, H and Multi-sensor piezometer for shallow
Consolidation apparatus for testing unsat- Garga, VK), March, 85 marine sediments in coastal environ-
urated soils (Rahardjo, H and Fredlund, Particle density ments (Andersen, GR, Bennett, RH, Bar-
DG), Dec., 341 Rock porosity determinations using parti- ber, ME, Todorovski, L, and Maynard,
GL), Dec., 373
cle densities measured in different fluids
Local void ratio
(Passas, N, Butenuth, C, de Freitas, MH,
Automated determination of the distribu- Porosity
and Bunatova, V), Sept., 310
tion of local void ratio from digital Rock porosity determinations using parti-
images (Frost, JD and Kuo, C-Y), June, Pavements cle densities measured in different fluids
107 Alternative test method for resilient mod- (Passas, N, Butenuth, C, de Freitas, MH,
ulus of fine-grained subgrades (Drumm, and Bunatova, V), Sept., 310
Marine sediments EC, Li, Z, Reeves, JS, and Madgett, MR),
Multi-sensor piezometer for shallow June, 141 Profile wall
marine sediments in coastal environ- Effect of rib spacing on deformation of
ments (Andersen, GR, Bennett, RH, Bar- Peak strength profile-wall plastic pipes buried in coarse
ber, ME, Todorovski, L, and Maynard, Automated apparatus for three-dimen- granular backfill, (Sargand, S, Masada,
GL), Dec., 373 sional monotonic and cyclic testing of T, and Hurd, JO), June, 217
480 GEOTECHNICAL TESTING JOURNAL
R-S Soil cement Thermally controlled test chamber for
Evaluation of sulfate expansion in soil- centrifuge and laboratory experiments,
cements (Ksaibati, K and Huntington, (Stone, KJL, Smith, CC, and Schofield,
Residual strength
GS), Sept., 269 AN), Dec., 441
Automated apparatus for three-dimen-
Coupled heat and moisture flow in
sional monotonic and cyclic testing of Soil-bentonite mixtures unsaturated swelling clay barriers
interfaces (Fakharian, K and Evgin, E), Determining bentonite content in soil- (Mohamed, AMO, Yong, RN, Onoffrei,
March, 22 _ bentonite mixtures using electrical con- CI, and Kjartanson, BH), June, 155
Constant volume ring shear apparatus ductivity (Abu-Hassanein, ZS, Benson,
(Stark, TD and Contreras, IA), March, 3 CH, Wang, X, and Blotz, LR), March, 51 Tensile strength
High-temperature Brazilian test for ten-
Resilient modulus Soil structure sile strength of metamorphic limestone,
Alternative test method for resilient mod- Advances in conductometric phase tran- (Lee, D-H, Juang, CH, and Lei, I-M),
ulus of fine-grained subgrades (Drumm, sition porosimetry (Gunnink, BW),
June, 223
EC, Li, Z, Reeves, JS, and Madgett, MR), March, 74
June, 141 Tensile test
Solubility
Cylindrical expansion test for tensile
Sand Measurements of soluble salt content of
properties of geotextiles, (Salman, AG,
Measuring anisotropic elastic proper- soils from arid and semi-arid regions
Juran, I, and Potnis, A), Dec., 432
ties of sand using a large triaxial speci- (Karakouzian, M, Pitchford, A, Leonard,
men, (Hoque, E, Tatsuoka F, and Sato, M, and Johnson, B), Dec., 364 Testing machines
T), Dec., 411 Wave propagation in soils: multi-mode,
Large-scale model testing of laterally Stabilization wide-band testing in a waveguide device
loaded drilled shafts in sand, (Agaiby, Laboratory testing apparatus for slopes (Fratta, D and Santamarina, JC), June,
SW, Kulhawy, FH, and Trautmann, CH), stabilized by anchored geosynthetics, 130
March, 32 (Ghiassian, H, Hryciw, RD, and Gray,
Laboratory evaluation of horizontal DH), March, 65 Theoretical analysis
stress in overconsolidated sands (Abdi, Rigorous theoretical analysis of a flow
Standardization
H and Garga, VK), March, 85 pump permeability test (Esaki, T, Zhang,
Update of the history of ASTM commit-
Laboratory testing apparatus for slopes M, Takeshita, A, and Mitani, Y), Sept.,
tee D-18 on soil and rock (1987-1996)
stabilized by anchored geosynthetics, 241
(Gray, R and Stephenson, R), Dec., 463
(Ghiassian, H, Hryciw, RD, and Gray,
DH), March, 65 Stress state Time domain reflectometry
Water pressure measurement with time
Relationship between the soil-water char-
Saturation domain reflectometry cables, (Dowding,
acteristic curve and the unsaturated shear
Measurements of soluble salt content of CH, Huang, F-C, and McComb, PS),
strength of a compacted glacial till,
soils from arid and semi-arid regions March, 58
(Vanapalli, SK, Fredlund, DG, and
(Karakouzian, M, Pitchford, A, Leonard,
M, and Johnson, B), Dec., 364 Pufahl, DE), Sept., 259 Tire chips
Engineering properties of tire/soil mix-
Subgrades
Secondary compression Alternative test method for resilient mod- tures as a lightweight fill material
Determination of coefficient of consoli- (Masad, E, Taha, R, Ho, C, and Papagian-
ulus of fine-grained subgrades (Drumm,
dation from early stage of log t plot (Rob- EC, Li, Z, Reeves, JS, and Madgett, MR), nakis, T), Sept., 297
inson, RG and Allam, MM), Sept., 316 June, 141 Triaxial extension
Shear wave Subsurface investigations Effects of shear band formation in triaxial
Measurement of shear waves in labora- Device for the measurement of sub-sur- extension tests, (Lade, PV, Yamamuro,
tory specimens by means of piezoelectric face ground vibrations, (Leong, EC, JA, and Skyers, BD), Dec., 398
transducers, (Brignoli, EGM, Gotti, M, Cheong, HK, and Pan, TC), Sept., 286 Triaxial testing
and Stokoe, KH, II), Dec., 384
Sulfate expansion Measuring anisotropic elastic proper-
Shear strength Evaluation of sulfate expansion in soil- ties of sand using a large triaxial speci-
Relationship between the soil-water char- cements (Ksaibati, K and Huntington, men, (Hoque, E, Tatsuoka F, and Sato,
acteristic curve and the unsaturated shear GS), Sept., 269 T), Dec., 411
strength of a compacted glacial till, Alternative test method for resilient
(Vanapalli, SK, Fredlund, DG, and Swelling modulus of fine-grained subgrades
Pufahl, DE), Sept., 259 Coupled heat and moisture flow in unsat- (Drumm, EC, Li, Z, Reeves, JS, and
urated swelling clay barriers (Mohamed, Madgett, MR), June, 141
Shear banding AMO, Yong, RN, Onofrei, CI, and Kjar-
Effects of shear band formation in triaxial tanson, BH), June, 155 Uniform strains
extension tests, (Lade, PV, Yamamuro, Effects of shear band formation in triaxial
JA, and Skyers, BD), Dec., 398 extension tests, (Lade, PV, Yamamuro,
JA, and Skyers, BD), Dec., 398
Slopes
Model size effects in centrifuge models T-U Unsaturated soils
of granular slope instability (Goodings, Consolidation apparatus for testing
DJ and Gillette, DR), Sept., 277 Temperature unsaturated soils (Rahardjo, H and
High-temperature Brazilian test for Fredlund, DG), Dec., 341
Soft clays tensile strength of metamorphic lime- Air volume change measurement in
Constant volume ring shear apparatus stone, (Lee, D-H, Juang, CH, and Lei, I- unsaturated soil t«ting using a digital
(Stark, TD and Contreras, IA), March, 3 M), June, 223 pressure-volume controller, (Adams, BA,
SUBJECT INDEX 481
Wulfsohn, D, and Fredlund, DG), Vibrations CH, Huang, F-C, and McComb, PS),
March, 12 Device for the measurement of sub-sur- March, 58
Coupled heat and moisture flow in face ground vibrations, (Leong, EC,
unsaturated swelling clay _ barriers Cheong, HK, and Pan, TC), Sept., 286 Wave propagation
(Mohamed, AMO, Yong, RN, Onofrei,
Wave propagation in soils: multi-mode,
CI, and Kjartanson, BH), June, 155
wide-band testing in a waveguide device
Relationship between the soil-water
(Fratta, D and Santamarina, JC), June,
characteristic curve and the unsaturated
130
shear strength of a compacted glacial till,
(Vanapalli, SK, Fredlund, DG, and
Pufahl, DE), Sept., 259 Wide width strip test
New technique for diffusion testing of Water pressure Cylindrical expansion test for tensile
unsaturated soil, (Barbour, SL, Lim, PC, Water pressure measurement with time properties of geotextiles, (Salman, AG,
and Fredlund, DG), Sept., 247 domain reflectometry cables, (Dowding, Juran, I, and Potnis, A), Dec., 432