Geotechnical Testing Journal 1997: Vol 20 Index

9 Pages·1997·2.4 MB·English

Geotechnical Testing Journal
Author Index
Volume 20, 1997
Bopp, PA and Lade, PV: Membrane Edil, TB: see Yesiller, N, Edil, TB, and
Number Issue Pages penetration in granular materials at high Benson, CH
pressures, Sept., 272
i March 1-138 Elhadad, E: see Livneh, M, Livneh, NA,
Z June 139-262 Bray, JD: see Guha, S, Drnevich, VP, and and Elhadad, E
3 September 263-372 Bray, JD
4 December 373-504 Esaki, T: see Zhang, M, Esaki, T, Olsen,
HW, and Mitani, Y
Cc
A
F
Capoferri, R: see Fioravante, V and
Adamcewicz, AS, Muhunthan, B, and
Capoferri, R Farrag, K and Shirazi, H: Development
Masad, E: Soil fabric changes during
of an accelerated creep testing procedure
consolidation, Sept., 347 Cascante, G and Santamarina, C: Low
for geosynthetics—Part I: Testing,
strain measurements using random noise
Addis, P: see Fourie, AB and Addis, P Dec., 414
excitation, March, 29
Akram, MH and Gabr, MA: Filtration Figueroa, JL: see Liang, L, Saada, A,
of fly ash using nonwoven geotextiles: Charlie, WA, Durnford, D, and Figueroa, JL, and Cope, CT
Steenhuis, TS: Rapid density profiling
effect of sample preparation technique
of consolidating clay using synchrotron Fioravante, V and Capoferri, R: Auto-
and testing method, Sept., 265
radiation, Sept., 340 matic volume measuring device for test-
Amer, NH: see Howell, JL, Shackelford, ing dry soils: “Martina,” Dec., 423
Chen, Y-R: see Kutter, BL and Chen, Y-R
CD, Amer, NH, and Stern, RT
Flora, A and Modoni, G: Upgrading
Andersen, GR, Todorovski, L, Likos, Chong, MK: see Singh, G, Das, BM, and equipment and procedures for stress path
W, and Whitman, RV: Centrifuge-mod- Chong, MK triaxial testing of coarse-grained materi-
eled rigid structure to investigate Cope, CT: see Liang, L, Saada, A, Figue- als, Dec., 459
dynamic soil-structure _interacation, roa, JL, and Cope, CT Fourie, AB and Addis, P: Effect of in-
June, 139 plane tensile loads on the retention char-
Costes, NC: see Macari, EJ, Parker, JK,
acteristics of geotextiles, June, 211
Anderson, WF, Goodwin, AK, Pyrah, and Costes, NC
IC, and Salman, TH: Equipment for Fourney, WL: Review of Fracture
one-dimensional compression and triax- Crow, CC: see Fox, PJ, Rowland, MG, Mechanics of Concrete: Applications of
ial testing of unsaturated granular soils Scheithe, JR, Davis, KL, Supple, MR, Fracture Mechanics to Concrete, Rock,
at low stress levels, March, 74 and Crow, CC and Other Quasi-Brittle Materials (Shah
et al.), March, 129
Asha, SR: see Sridharan, A, Prakash, K,
and Asha, SR Fox, PJ, Rowland, MG, Scheithe, JR,
Davis, KL, Supple, MR, and Crow, CC:
Aydin, A: Influence of intersection angle D-E
Design and evaluation of a large direct
at single-well flow tests in fracture-well-
shear machine for geosynthetic clay lin-
bore systems, March, 110 Das, BM: see Singh, G, Das, BM, and
ers, Sept., 279
Chong, MK
Davis, KL: see Fox, PJ, Rowland, MG.
Scheithe, JR, Davis, KL, Supple, MR,
B and Crow, CC G
Bardet, J-P and Young, J: Grain-size Drnevich, VP: see Guha, S, Drnevich, Gabr, MA: see Akram, MH and Gabr,
analysis by buoyancy method, Dec., 481 VP, and Bray, JD MA
Benson, CH: see Yesiller, N, Edil, TB, Durnford, D: see Charlie, WA, Durnford, Germaine, JT: see Zeeb, PJ, Hemond, HF,
and Benson, CH D, and Steenhuis, TS and Germaine, JT
© 1997 by the American Society for Testing and Materials
491
492 GEOTECHNICAL TESTING JOURNAL
Ghiassian, H, Hryciw, RD, and Gray, L sure sensors in granular material, June,
DH: Circular arc test for soil-geosyn- 218
thetic interface strength, Dec., 407 Lade, PV: see Bopp, PA and Lade, PV
Parker, JK: see Macari, EJ, Parker, JK,
Goodings, DJ: see Porbaha, A and Good- Liang, L, Saada, A, Figueroa, JL, and and Costes, NC
ings, DJ Cope, CT: Use of digital image pro-
Petrov, RJ, Rowe, RK, and Quigley,
cessing in monitoring shear band‘ devel-
Goodwin, AK: see Anderson, WF, Good- RM: Comparison of laboratory-mea-
opment, Sept., 324
win, AK, Pyrah, IC, and Salman, TH sured GCL hydraulic conductivity based
Likos, W: see Andersen, GR, Todorovski, on three permeameter types, March, 49
Gopinath, S: see Yeung, AT, Scott, TB, L, Likos, W, and Whitman, RV
Gopinath, S, Menon, RM, and Hsu, C-n Porbaha, A and Goodings, DJ: Labora-
Livneh, M, Livneh, NA, and Elhadad, tory investigation of nonuniformly rein-
Gray, DH: see Ghiassian, H, Hryciw, RD, E: Determining a pavement modulus forced soil-retaining structures, Sept.,
and Gray, DH from portable FWD testing, Dec., 373 289
Guha, S, Drnevich, VP, and Bray, JD: Livneh, NA: see Livneh, M, Livneh, NA, Prakash, K: see Sridharan, A, Prakash,
Dynamic characteristics of Old Bay clay, and Elhadad, E K, and Asha, SR
Dec., 383
Low, BK: see Raju, GVR, Wong, IH, and Pyrah, IC: see Anderson, WF, Goodwin,
Low, BK AK, Pyrah, IC, and Salman, TH
Quigley, RM: see Petrov, RJ, Rowe, RK,
H
and Quigley, RM
M
Hajduk, EL: see Paikowsky, SG and Haj-
duk, EL
Macari, EJ, Parker, JK, and Costes,
Hemond, HF: see Zeeb, PJ, Hemond, HF, NC: Measurement of volume changes in R
and Germaine, JT triaxial tests using digital imaging tech-
niques, March, 103 Raju, GVR, Wong, IH, and Low, BK:
Holm, TA: see Valsangkar, AJ and Experimental nailed soil walls, March, 90
Holm, TA Martin, GK and Mayne, PW: Seismic
flat dilatometer tests in Connecticut Val- Rao, SM and Reddy, PMR: Laboratory
Hoque, E, Sato, T, and Tatsuoka, F: ley varved clay, Sept., 357 studies on the volume change characteris-
Performance evaluation of LDTs for use tics of kaolinite contaminated with
in triaxial tests, June, 149 Masad, E: see Adamcewicz, AS, Muhun- sodium phosphate/sulfate, Sept., 362
than, B, and Masad, E
Howell, JL, Shackelford, CD, Amer, Raschke, SA and Hryciw, RD: Grain-
NH, and Stern, RT: Compaction of Mayne, PW: see Martin, GK and size distribution of granular soils by com-
sand-processed clay soil mixtures, Mayne, PW puter vision, Dec., 433
Dec., 443 Menon, RM: see Yeung, AT, Scott, TB,
Ravishankar, K: see Thevanayagam, S,
Hryciw, RD: see Raschke, SA and Gopinath, S, Menon, RM, and Hsu, C-n Ravishankar, K, and Mohan, S
Hryciw, RD Mitani, Y: see Zhang, M, Esaki, T, Olsen,
Reddy, PMR: see Rao, SM and Reddy,
HW, and Mitani, Y
Hryciw, RD: see Ghiassian, H, Hryciw, PMR
RD, and Gray, DH Mitchell, JK: see Zornberg, JG, Mitchell,
Rollins, KM: see Smith, TD and Rol-
JK, and Sitar, N
Hsu, C-n: see Yeung, AT, Scott, TB, Gop- lins, KM
inath, S, Menon, RM, and Hsu, C-n Modoni, G: see Flora, A and Modoni, G
Rowe, RK: see Petrov, RJ, Rowe, RK,
Mohamed, AMO: see Kayyal, MK and and Quigley, RM
Mohamed, AMO
Rowland, MG: see Fox, PJ, Rowland,
K Mohan, S: see Thevanayagam, S, Rav- MG, Scheithe, JR, Davis, KL, Supple,
ishankar, K, and Mohan, S MR, and Crow, CC
Kashir, M and Yanful, EK: Flow pump
system for assessing clay barrier-perme- Muhunthan, B: see Adamcewicz, AS,
ant compatibility, June, 179 Muhunthan, B, and Masad, E
Kayyal, MK and Mohamed, AMO: S
Determination of ionic strength and equi-
librium concentrations of heavy metals 0-Q Saada, A: see Liang, L, Saada, A, Figue-
by the electrical conductivity method, roa, JL, and Cope, CT
March, 3 Oberg, A-L and Sillfors, G: Determina- Sadler, LY: see Vitton, SJ and Sadler, LY
tion of shear strength parameters of unsat-
Klein, K and Santamarina, JC: Metl-
urated silts and sands based on the water Sallfors, G: see Oberg, A-L and Sillf-
ods for broad-band dielectric permittivity
retention curve, March, 40 ors, G
measurements (soil-water mixtures, 5 Hz
to 1.3 GHz), June, 168 Olsen, HW: see Zhang, M, Esaki, T, Salman, TH: see Anderson, WF, Good-
Olsen, HW, and Mitani, Y win, AK, Pyrah, IC, and Salman, TH
Kutter, BL and Chen, Y-R: Constant p’
and constant volume friction angles are Paikowsky, SG and Hajduk, EL: Cali- Santamarina, JC: see Klein, K and Santa-
different, Sept., 304 bration and use of grid-based tactile pres- marina, JC
AUTHOR INDEX 493
Santamarina, C: see Cascante, G and San- T Y
tamarina, C
Tatsuoka, F: see Hoque, E, Sato, T, and
Sato, T: see Hoque, E, Sato, T, and Tatsu- Tatsuoka, F Yanful, EK: see Kashir, M and Yanful,
oka, F Tewatia, SK EK
and Venkatachalam, K: Discussion on
Scheithe, JR: see Fox, PJ, Rowland, MG, “consolidation behavior of soils” by A. Yesiller, N, Edil, TB, and Benson, CH:
Scheithe, JR, Davis, KL, Supple, MR, Sridharan, K. Prakash, and S. R. Asha, Ultrasonic method for evaluation of
and Crow, CC March, 126 annular seals for wells and instrument
and Venkatachalam, K: Improved +/t holes, March, 17
Scott, TB: see Yeung, AT, Scott, TB,
of the time factor method to evaluate con-
Gopinath, S, Menon, RM. amd Hsu, C-n
solidation test results, March, 121
Yeung, AT, Scott, TB, Gopinath, S,
Shackelford, CD: see Howell, JL, Shack- Thevanayagam, S, Ravishankar, K, Menon, RM, and Hsu, C-n: Design, fab-
elford, CD, Amer, NH, and Stern, RT and Mohan, S: Effects of fines on mono- rication, and assembly of an apparatus
tonic undrained shear strength of sandy for electrokinetic remediation studies,
Shirazi, H: see Farrag, K and Shirazi, H soils, Dec., 394 June, 199
Todorovski, L: see Andersen, GR, Todor-
Singh, G, Das, BM, and Chong, MK:
ovski, L, Likos, W, and Whitman, RV Young, J: see Bardet, J-P and Young, J
Measurement of moisture content with a
penetrometer, Sept., 317 Tosun, H: Comparative study on physi-
cal tests of dispersibility of soils used for
Sitar, N: see Zornberg, JG, Mitchell, JK, earthfill dams in Turkey, June, 242
and Sitar, N
vV-W
Smith, TD and Rollins, KM: Pres- Z
suremeter testing in arid collapsible soils, Valsangkar, AJ and Holm, TA: Friction
March, 12 angle between expanded shale aggregate
and construction materials, June, 252 Zeeb, PJ, Hemond, HF, and Germaine,
Sridharan, A, Prakash, K, and Asha, JT: Design and performance of a portable
Venkatachalam, K: see Tewatia, SK and
SR: Closure, March, 128 piezocone driver for high resolution pro-
Venkatachalam, K
filing of wetland sediments, June, 191
Steenhuis, TS: see Charlie, WA, Durn- Vitton, SJ and Sadler, LY: Particle-size
ford, D, and Steenhuis, TS analysis of soils using laser light scatter-
Zhang, M, Esaki, T, Olsen, HW, and
ing and X-ray absorption technology,
Stern, RT: see Howell, JL, Shackelford, March, 63 Mitani, Y: Integrated shear and flow
CD, Amer, NH, and Stern, RT parameter measurement, Sept., 296
Whitman, RV: see Andersen, GR, Todor-
Supple, MR: see Fox, PJ, Rowland, MG, ovski, L, Likos, W, and Whitman, RV Zornberg, JG, Mitchell, JK, and Sitar,
Scheithe, JR, Davis, KL, Supple, MR, Wong, IH: see Raju, GVR, Wong, IH, N: Testing of reinforced slopes in a
and Crow, CC and Low, BK geotechnical centrifuge, Dec., 470

Geotechnical Testing Journal
Subject Index
Volume 20, 1997
A Design and evaluation of a large direct Laboratory investigation of nonuni-
shear machine for geosynthetic clay lin- formly reinforced soil-retaining struc-
Adsorption ers (Fux, PJ, Rowland, MG, Scheithe, JR, tures (Porbaha, A and Goodings, DJ),
Determination of ionic strength and equi- Davis, KL, Supple, MR, and Crow, CC), Sept., 289
librium concentrations of heavy metals Sept., 279 Testing of reinforced slopes in a
by the electrical conductivity method geotechnical centrifuge (Zornberg, JG,
(Kayyal, MK and Mohamed, AMO), Bentonite-sand mixture Mitchell, JK, and Sitar, N), Dec., 470
Integrated shear and flow parameter mea-
March, 3
surement (Zhang, M, Esaki, T, Olsen, Clays
Angle of wall friction HW, and Mitani, Y), Sept., 296 Closure (Sridharan, A, Prakash, K, and
Friction angle between expanded shale Asha, SR), March, 128
aggregate and construction materials Bifurcation Discussion on “consolidation behavior
(Valsangkar, AJ and Holm, TA), June, Use of digital image processing in moni- of soils” by A. Sridharan, K. Prakash,
252 toring shear band development (Liang, L, and S. R. Asha (Tewatia, SK and Venkata-
Saada, A, Figueroa, JL, and Cope, CT), chalam, K), March, 126
Annnular seals Sept., 324
Improved +/t method to evaluate con-
Ultrasonic method for evaluation of
solidation test results (Tewatia, SK and
annular seals for wells and instrument Bladder accumulator
Venkatachalam, K), March, 121
holes (Yesiller, N, Edil, TB, and Benson, Flow pump system for assessing clay bar-
Rapid density profiling of consolidat-
CH), March, 17 rier-permeant compatibility (Kashir, M
ing clay using synchrotron radiation
and Yanful, EK), June, 179
Attapulgite (Charlie, WA, Durnford, D, and
Compaction of sand-processed clay soil Book review Steenhuis, TS), Sept., 340
mixtures (Howell, JL, Shackelford, CD, Fraacture Mechanics of Concrete: Appli- Seismic flat dilatometer tests in Con-
Amer, NH, and Stern, RT), Dec., 443 cations of Fracture Mechanics to Con- necticut Valley varved clay (Martin, GK
crete, Rock, and Other Quasi-Brittle and Mayne, PW), Sept., 357
Attenuation
Materials by Shah et al. (Fourney, WL),
Low strain measurements using random Coarse aggregate
March, 129
noise excitation (Cascante, G and Santa- Friction angle between expanded shale
marina, C), March, 29 Boreholes aggregate and construction materials
Ultrasonic method for evaluation of (Valsangkar, AJ and Holm, TA), June,
Atterberg Limits
annular seals for wells and instrument 252
Compaction of sand-processed clay soil
holes (Yesiller, N, Edil, TB, and Benson,
mixtures (Howell, JL, Shackelford, CD, Coarse-grained materials
CH), March, 17
Amer, NH, and Stern, RT), Dec., 443 Upgrading equipment and procedures for
Buoyancy stress path triaxial testing of coarse-
Automation
Grain-size analysis by buoyancy method grained materials (Flora, A and Modoni,
Upgrading equipment and procedures for
(Bardet, J-P and Young, J), Dec., 481 G), Dec., 459
stress path triaxial testing of coarse-
grained materials (Flora, A and Modoni, Coefficient of consolidation
G), Dec., 459 Closure (Sridharan, A, Prakash, K, and
Asha, SR), March, 128
Discussion on “consolidation behavior
of soils” by A. Sridharan, K. Prakash,
Capacitance and S. R. Asha (Tewatia, SK and Venkata-
Measurement of moisture content with a chalam, K), March, 126
Bentonite penetrometer (Singh, G, Das, BM, and Improved +/t method to evaluate con-
Compaction of sand-processed clay Chong, MK), Sept., 317 solidation test results (Tewatia, SK and
soil mixtures (Howell, JL, Shackelford, Venkatachalam, K), March, 121
CD, Amer, NH, and Stern, RT), Dec., 443 Centrifuges
Comparison of laboratory-measured Centrifuge-modeled rigid structure to Cohesive soils
GCL hydraulic conductivity based on imvestigate dynamic soil-structure intera- Dynamic characteristics of Old Bay
three permeameter types (Petrov, RJ, cation (Andersen, GR, Todorovski, L, clay (Guha, S, Drnevich, VP, and Bray,
Rowe, RK, and Quigley, RM), March, 49 Likos, W, and Whitman, RV), June, 139 JD), Dec., 383
© 1997 by the American Society for Testing and Materials
495
496 GEOTECHNICAL TESTING JOURNAL
Laboratory investigation of nonuni-
formly reinforced soil-retaining struc-
tures (Porbaha, A and Goodings, DJ), Earthfill dams
Deflection
Sept., 289 Comparative study on physical tests of
Determining a pavement modulus from
dispersibility of soils used for earthfill
Collapsible soils portable FWD testing (Livneh, M, Liv-
dams in Turkey (Tosun, H), June, 242
Pressuremeter testing in arid collapsible neh, NA, and Elhadad, E), Dec., 373
soils (Smith, TD and Rollins, KM), Electrokinetics
March, 12 Density Design, fabrication, and assembly of an
Rapid density profiling of consolidating apparatus for electrokinetic remediation
Compaction clay using synchrotron radiation (Charlie, studies (Yeung, AT, Scott, TB, Gopinath,
Compaction of sand-processed clay soil WA, Durnford, D, and Steenhuis, TS), S, Menon, RM, and Hsu, C-n), June, 199
mixtures (Howell, JL, Shackelford, CD, Sept., 340
Amer, NH, and Stern, RT), Dec., 443 Excavation
Desorption Experimental nailed soil walls (Raju,
Compression tests
Determination of ionic strength and equi- GVR, Wong, IH, and Low, BK),
Equipment for one-dimensional com-
librium concentrations of heavy etals by March, 90
pression and triaxial testing of unsatu-
the electrical conductivity method (Kay-
rated granular soils at low stress levels Exchangeable cations
yal, MK and Mohamed, MO), March, 3
(Anderson, WF, Goodwin, AK, Pyrah, Determination of ionic strength and equi-
IC, and Salman, TH), March, 74 Dielectrics librium concentrations of heavy metals
Laboratory studies on the volume Methods for broad-band dielectric per- by the electrical conductivity method
change characteristics of kaolinite con- mittivity measurements (soil-water mix- (Kayyal, MK and Mohamed, AMO),
taminated with sodium phosphate/sulfate tures, 5 Hz to 1.3 GHz) (Klein, K and March, 3
(Rao, SM and Reddy, PMR), Sept., 362
Santamarina, JC), June, 168 Experimental apparatus
Computer vision Design, fabrication, and assembly of an
Grain-size distribution of granular soils Digital imaging apparatus for electrokinetic remediation
by computer vision (Raschke, SA and Measurement of volume changes in triax- studies (Yeung, AT, Scott, TB, Gopinath,
Hryciw, RD), Dec., 433 ial tests using digital imaging techniques S, Menon, RM, and Hsu, C-n), June, 199
(Macari, EJ, Parker, JK, and Costes, NC),
Concrete March, 103
Friction angle between expanded shale
aggregate and construction materials Dilation
(Valsangkar, AJ and Holm, TA), June, Constant p’ and constant volume friction
252 angles are different (Kutter, BL and Chen,
Y-R), Sept., 304 Fabric
Conductivity Soil fabric changes during consolidation
Methods for broad-band dielectric per- Direct shear (Adamcewicz, AS, Muhunthan, B, and
mittivity measurements (soil-water mix- Design and evaluation of a large direct Masad, E), Sept., 347
tures, 5 Hz to 1.3 GHz) (Klein, K and shear machine for geosynthetic clay lin-
Santamarina, JC), June, 168 ers (Fox, PJ, Rowland, MG, Scheithe, JR, Falling weight deflectometer
Determining a pavement modulus from
Davis, KL, Supple, MR, and Crow, CC),
Consolidation portable FWD testing (Livneh, M, Liv-
Sept., 279
Closure (Sridharan, A, Prakash, K, and neh, NA, and Elhadad, E), Dec., 373
Asha, SR), March, 128
Discussion on “consolidation behavior Dispersive soil Filters
of soils” by A. Sridharan, K. Prakash, Comparative study on physical tests of Effect of in-plane tensile loads on the
and S. R. Asha (Tewatia, SK and Venkata- dispersibility of soils used for earthfill retention characteristics of geotextiles
chalam, K), March, 126 dams in Turkey (Tosun, H), June, 242 (Fourie, AB and Addis, P), June, 211
Improved \/t method to evaluate con-
Downhole test Filtration
solidation test results (Tewatia, SK and
Seismic flat dilatometer tests in Connecti- Filtration of fly ash using nonwoven
Venkatachalam, K), March, 121
cut Valley varved clay (Martin, GK and geotextiles: effect of sample preparation
Rapid density profiling of consolidat-
Mayne, PW), Sept., 357 technique and testing method (Akram,
ing clay using synchrotron radiation
MH and Gabr, MA), Sept., 265
(Charlie, WA, Durnford, D, and
Dry soils
Steenhuis, TS), Sept., 340 Fines content
Automatic volume measuring device for
Soil fabric changes during consolida- Effects of fines on monotonic undrained
testing dry soils: “Martina” (Fioravante,
tion (Adamcewicz, AS, Muhunthan, B, shear strength of sandy soils (Thevanaya-
V and Capoferri, R), Dec., 423
and Masad, BE), Sept., 347 gam, S, Ravishankar, K, and Mohan, S),
Dec., 394
Creep testing Dynamic properties
Development of an accelerated creep test- Dynamic characteristics of Old Bay clay Flat dilatometer
ing procedure for geosynthetics--Part I: (Guha, S, Drnevich, VP, and Bray, JD), Seismic flat dilatometer tests in Connecti-
Testing (Farrag, K and Shirazi, H), Dec., 383 cut Valley varved clay (Martin, GK and
Dec., 414 Mayne, PW), Sept., 357
Dynamic soil-structure interaction
Crumb tests Centrifuge-modeled rigid structure to Flow pump
Comparative study on physical tests of investigate dynamic soil-structure intera- Flow pump system for assessing clay
dispersibility of soils used for earthfill cation (Andersen, GR, Todorovski, L, barrier-permeant compatibility (Kashir,
dams in Turkey (Tosun, H), June, 242 Likos, W, and Whitman, RV), June, 139 M and Yanful, EK), June, 179
SUBJECT INDEX 497
Integrated shear and flow parameter Grain size distribution Use of digital image processing in
measurement (Zhang, M, Esaki, T, Olsen, Grain-size analysis by buoyancy monitoring shear band development
HW, and Mitani, Y), Sept., 296 method (Bardet, J-P and Young, J), (Liang, L, Saada, A, Figueroa, JL, and
Dec., 481 Cope, CT), Sept., 324
Fly ash Grain-size distribution of granular
Filtration of fly ash using nonwoven soils by computer vision (Raschke, SA In-situ tests
geotextiles: effect of sample preparation and Hryciw, RD), Dec., 433 Design and performance of a portable
technique and testing method (Akram, piezocone driver for high resolution pro-
MH and Gabr, MA), Sept., 265 Granular materials filing of wetland sediments (Zeeb, PJ,
Calibration and use of grid-based tac- Hemond, HF, and Germaine, JT), June,
Foundation design tile pressure sensors in granular material 191
Pressuremeter testing in arid collapsible (Paikowsky, SG and Hajduk, EL), June, Measurement of moisture content with
soils (Smith, TD and Rollins, KM), 218 a penetrometer (Singh, G, Das, BM, and
March, 12 Membrane penetration in granular Chong, MK), Sept., 317
materials at high pressures (Bopp, PA and Pressuremeter testing in arid collaps-
Fracture Lade, PV), Sept., 272 ible soils (Smith, TD and Rollins, KM),
Influence of intersection angle at single- March, 12
well flow tests in fracture-wellbore sys-
tems (Aydin, A), March, 110 Index properties
Dynamic characteristics of Old Bay clay
Friction H (Guha, S, Drnevich, VP, and Bray, JD),
Circular arc test for soil-geosynthetic Dec., 383
interface strength (Ghiassian, H, Hryciw, Head loss
RD, and Gray, DH), Dec., 407 Influence of intersection angle at single- Inorganic contaminants
Constant p’ and constant volume fric- well flow tests in fracture-wellbore sys- Laboratory studies on the volume change
tion angles are different (Kutter, BL and tems (Aydin, A), March, 110 characteristics of kaolinite contaminated
Chen, Y-R), Sept., 304 with sodium phosphate/sulfate (Rao, SM
Heavy metals and Reddy, PMR), Sept., 362
Determination of ionic strength and equi-
librium concentrations of heavy metals Interface
by the electrical conductivity method Circular arc test for soil-geosynthetic
G (Kayyal, MK and Mohamed, AMO), interface strength (Ghiassian, H, Hryciw,
March, 3 RD, and Gray, DH), Dec., 407
Geogrid High pressure Intersection
Development of an accelerated creep test- Membrane penetration in granular mate- Influence of intersection angle at single-
ing procedure for geosynthetics--Part I: rials at high pressures (Bopp, PA and well flow tests in fracture-wellbore sys-
Testing (Farrag, K and Shirazi, H), Lade, PV), Sept., 272 tems (Aydin, A), March, 110
Dec., 414
Hydraulic conductivity Isotropic compression
Geophysics Closure (Sridharan, A, Prakash, K, and Membrane penetration in granular mate-
Seismic flat dilatometer tests in Connecti- Asha, SR), March, 128 rials at high pressures (Bopp, PA and
cut Valley varved clay (Martin, GK and Comparison of laboratory-measured Lade, PV), Sept., 272
Mayne, PW), Sept., 357 GCL hydraulic conductivity based on
three permeameter types (Petrov, RJ,
Geosynthetic clay liners (GCL) Rowe, RK, and Quigley, RM), March, 49
Comparison of laboratory-measured Discussion on “consolidation behavior L
GCL hydraulic conductivity based on of soils” by A. Sridharan, K. Prakash,
three permeameter types (Petrov, RJ, and S. R. Asha (Tewatia, SK and Venkata- Laboratory equipment
Rowe, RK, and Quigley, RM), March, 49 chalam, K), March, 126 Automatic volume measuring device
Design and evaluation of a large direct Flow pump system for assessing clay for testing dry soils: “Martina” (Fiora-
shear machine for geosynthetic clay lin- barrier-permeant compatibility (Kashir, vante, V and Capoferri, R), Dec., 423
ers (Fox, PJ, Rowland, MG, Scheithe, JR, M and Yanful, EK), June, 179 Equipment for one-dimensional com-
Davis, KL, Supple, MR,and Crow, CC), Improved 1\/t method to evaluate con- pression and triaxial testing of unsatu-
Sept., 279 solidation test results (Tewatia, SK and rated granular soils at low stress levels
Venkatachalam, K), March, 121 (Anderson, WF, Goodwin, AK, Pyrah,
Geosynthetics IC, and Salman, TH), March, 74
Testing of reinforced slopes in a geotech- Hydrodynamic sieving technique Upgrading equipment and procedures
nical centrifuge (Zornberg, JG, Mitchell, Effect of in-plane tensile loads on the for stress path triaxial testing of coarse-
JK, and Sitar, N), Dec., 470 retention characteristics of geotextiles grained materials (Flora, A and Modoni,
(Fourie, AB and Addis, P), June, 211 G), Dec., 459
Geotextiles
Testing of reinforced slopes in a geotech- Laboratory testing
nical centrifuge (Zornberg, G, Mitchell, Calibration and use of grid-based tactile
JK, and Sitar, N), Dec., 470 pressure sensors in granular material
(Paikowsky, SG and Hajduk, EL), June,
Gradient ratio 218
Filtration of fly ash using nonwoven Image analysis
geotextiles: effect of sample preparation Grain-size distribution of granular Laser light scattering
technique and testing method (Akram, soils by computer vision (Raschke, SA Particle-size analysis of soils using laser
MH and Gabr, MA), Sept., 265 and Hryciw, RD), Dec., 433 light scattering and X-ray absorption
498 GEOTECHNICAL TESTING JOURNAL
technology (Vitton, SJ and Sadler, LY), tion technology (Vitton, SJ and Sadler, gam, S, Ravishankar, K, and Mohan, S),
March, 63 LY), March, 63 Dec., 394
Local deformation transducers Penetrometers Resistivity
Performance evaluation of LDTs for use Design and performance of a portable Methods for broad-band dielectric per-
in triaxial tests (Hoque, E, Sato, T, and piezocone driver for high resolution pro- mittivity measurements (soil-water mix-
Tatsuoka, F), June, 149 filing of wetland sediments (Zeeb, PJ, tures, 5 Hz to 1.3 GHz) (Klein, K and
Hemond, HF, and Germaine, JT), June, Santamarina, JC), June, 168
191
Measurement of moisture content with Resonant column tests
M-N a penetrometer (Singh, G, Das, BM, and Low strain measurements using random
Chong, MK), Sept., 317 noise excitation (Cascante, G and Santa-
Manufacture marina, C), March, 29
Performance evaluation of LDTs for use Permeability
in triaxial tests (Hoque, E, Sato, T, and Filtration of fly ash using nonwoven Retaining structure
Tatsuoka, F), June, 149 geotextiles: effect of sample preparation Laboratory investigation of nonuni-
technique and testing method (Akram, formly reinforced soil-retaining struc-
Matric suction sensor MH and Gabr, MA), Sept., 265 tures (Porbaha, A and Goodings, DJ),
Determination of shear strength parame- Integrated shear and flow parameter Sept., 289
ters of unsaturated silts and sands based measurement (Zhang, M, Esaki, T,
on the water retention curve (Oberg, A- Olsen, HW, and Mitani, Y), Sept., 296 Retaining walls
L and Siallfors, G), March, 40 Centrifuge-modeled rigid structure to
Permeameters investigate dynamic soil-structure intera-
Mechanical waves Comparison of laboratory-measured cation (Andersen, GR, Todorovski, L,
Low strain measurements using random GCL hydraulic conductivity based on Likos, W, and Whitman, RV), June, 139
noise excitation (Cascante, G and Santa- three permeameter types (Petrov, RJ, Experimental nailed soil walls (Raju,
marina, C), March, 29 Rowe, RK, and Quigley, RM), March, 49 GVR, Wong, IH, and Low, BK),
March, 90
Membrane penetration Permittivity
Membrane penetration in granular mate- Methods for broad-band dielectric per-
rials at high pressures (Bopp, PA and mittivity measurements (soil-water mix-
Lade, PV), Sept., 272 tures, 5 Hz to 1.3 GHz) (Klein, K and
Microscopy Santamarina, JC), June, 168
Soil fabric changes during consolidation
(Adamcewicz, AS, Muhunthan, B, and Piezocones Sands
Masad, E), Sept., 347 Design and performance of a portable Circular arc test for soil-geosynthetic
piezocone driver for high resolution pro- interface strength (Ghiassian,H, Hryciw,
Model tests filing of wetland sediments (Zeeb, PJ, RD, and Gray, DH), Dec., 407
Experimental nailed soil walls (Raju, Hemond, HF, and Germaine, JT), June, Constant p’ and constant volume fric-
GVR, Wong, IH, and Low, BK), 191 tion angles are different (Kutter, BL and
March, 90 Chen, Y-R), Sept., 304
Pore pressure
Use of digital image processing in
Modeling Rapid density profiling of consolidating
Influence of intersection angle at sin- clay using synchrotron radiation (Charlie, monitoring shear band development
(Liang, L, Saada, A, Figueroa, JL, and
gle-well flow tests in fracture-wellbore WA, Durnford, D, and Steenhuis, TS),
Cope, CT), Sept., 324
systems (Aydin, A), March, 110 Sept., 340
Laboratory investigation of nonuni- Pressure sensors Sedimentation analysis
formly reinforced soil-retaining struc- Calibration and use of grid-based tactile Grain-size analysis by buoyancy method
tures (Porbaha, A and Goodings, DJ), pressure sensors in granular material (Bardet, J-P and Young, J), Dec., 481
Sept., 289
(Paikowsky, SG and Hajduk, EL), June,
Seismic interaction forces
Moisture content 218 Centrifuge-modeled rigid structure to
Measurement of moisture content with a Pressuremeters investigate dynamic soil-structure intera-
penetrometer (Singh, G, Das, BM, and Pressuremeter testing in arid collapsible cation (Andersen, GR, Todorovski, L,
Chong, MK), Sept., 317 soils (Smith, TD and Rollins, KM), Likos, W, and Whitman, RV), June, 139
Nondestructive testing March, 12
Shear banding
Determining a pavement modulus from
Use of digital image processing in moni-
portable FWD testing (Livneh, M, Liv-
toring shear band development (Liang, L,
neh, NA, and Elhadad, E), Dec., 373
Saada, A, Figueroa, JL, and Cope, CT),
R Sept., 324
Relative density Shear modulus
P Effects of fines on monotonic undrained Dynamic characteristics of Old Bay clay
shear strength of sandy soils (Thevanaya- (Guha, S, Drnevich, VP, and Bray, JD),
Particle size analysis gam, S, Ravishankar, K, and Mohan, S), Dec., 383
Grain-size analysis by buoyancy
Dec., 394
method (Bardet, J-P and Young, J), Shear strain
Dec., 481 Residual strength Integrated shear and flow parameter mea-
Particle-size analysis of soils using Effects of fines on monotonic undrained surement (Zhang, M, Esaki, T, Olsen,
laser light scattering and X-ray absorp- shear strength of sandy soils (Thevanaya- HW, and Mitani, Y), Sept., 296
SUBJECT INDEX 499
Shear strength Stereology U
Circular arc test for soil-geosyntietic Soil fabric changes during consolidation
interface strength (Ghiassian, H, Hryciw, (Adamcewicz, AS, Muhunthan, B, and Ultrasonic methods
RD, and Gray, DH), Dec., 407 Masad, E), Sept., 347 Ultrasonic method for evaluation of
Design and evaluation of a large direct annular seals for wells and instrument
shear machine for geosynthetic clay lin- Swell potential holes (Yesiller, N, Edil, TB, and Benson,
ers (Fox, PJ, Rowland, MG, Scheithe, JR, Laboratory studies on the volume change CH), March, 17
Davis, KL, Supple, MR, and Crow, CC), characteristics of kaolinite contaminated
Unsaturated soils
Sept., 279 with sodium phosphate/sulfate (Rao, SM
Determination of shear strength and Reddy, PMR), Sept., 362 Determination of shear strength
parameters of unsaturated silts and sands
parameters of unsaturated silts and sands
based on the water retention curve Syringe based on the water retention curve
(Oberg, A-L and Siallfors, G), March, 40 Flow pump system for assessing clay bar- (Oberg, A-L and Sillfors, G), March, 40
Equipment for one-dimensional com-
rier-permeant compatibility (Kashir, M
Sieve analysis and Yanful, EK), June, 179 pression and triaxial testing of unsatu-
Grain-size distribution of granular soils rated granular soils at low stress levels
by computer vision (Raschke, SA and (Anderson, WF, Goodwin, AK, Pyrah,
Hryciw, RD), Dec., 433 IC, and Salman, TH), March, 74
Laboratory studies on the volume
Silica sand change characteristics of kaolinite con-
Automatic volume measuring device for taminated with sodium phosphate/sulfate
testing dry soils: “Martina” (Fioravante,
(Rao, SM and Reddy, PMR), Sept., 362
V and Capoferri, R), Dec., 423
Temperature
Small strains Development of an accelerated creep test-
Performance evaluation of LDTs for use ing procedure for geosynthetics--Part I: vV-X
in triaxial tests (Hoque, E, Sato, T, and Testing (Farrag, K and Shirazi, H),
Tatsuoka, F), June, 149 Dec., 414 Velocity
Low strain measurements using random
Soil nailing
Tensile loads noise excitation (Cascante, G and Santa-
Experimental nailed soil walls (Raju,
Effect of in-plane tensile loads on the marina, C), March, 29
GVR, Wong, IH, and Low, BK),
retention characteristics of geotextiles
March, 90 Volume change
(Fourie, AB and Addis, P), June, 211
Measurement of volume changes in triax-
Soil reinforcement
ial tests using digital imaging techniques
Testing of reinforced slopes in a geotech- Triaxial testing
(Macari, EJ, Parker, JK, and Costes, NC),
nical centrifuge (Zornberg, JG, Mitchell, Automatic volume measuring device
March, 103
JK, and Sitar, N), Dec., 470 for testing dry soils: “Martina” (Fiora-
vante, V and Capoferri, R), Dec., 423 Well seals
Soil remediation Constant p’ and constant volume fric- Ultrasonic method for evaluation of
Design, fabrication, and assembly of an tion angles are different (Kutter, BL and annular seals for wells and instrument
apparatus for electrokinetic remediation Chen, Y-R), Sept., 304 holes (Yesiller, N, Edil, TB, and Benson,
studies (Yeung, AT, Scott, TB, Gopinath, Equipment for one-dimensional com- CH), March, 17
S, Menon, RM, and Hsu, C-n), June, 199 pression and triaxial testing of unsatu-
Wetlands
Soil tests rated granular soils at low stress levels Design and performance of a portable
Calibration and use of grid-based tactile (Anderson, WF, Goodwin, AK, Pyrah, piezocone driver for high resolution pro-
pressure sensors in granular material IC, and Salman, TH), March, 74 filing of wetland sediments (Zeeb, PJ,
(Paikowsky, SG and Hajduk, EL), June, Measurement of volume changes in tri- Hemond, HF, and Germaine, JT), June,
218 axial tests using digital imaging tech- 191
niques (Macari, EJ, Parker, JK, and
Steady state strength Costes, NC), March, 103 X-ray absorption
Effects of fines on monotonic undrained Upgrading equipment and procedures Particle-size analysis of soils using laser
shear strength of sandy soils (Thevanaya- for stress path triaxial testing of coarse- light scattering and X-ray absorption
gam, S, Ravishankar, K, and Mohan, S), grained materials (Flora, A and Modoni, technology (Vitton, SJ and Sadler, LY),
Dec., 394 G), Dec., 459 March, 63