Geotechnical Testing Journal 1993: Vol 16 Index

7 Pages·1993·2.3 MB·English

Geotechnical Testing Journal
Subject Index to Volume 16
1993
Bourdeau, PL: see Merry, SM, Bray, JD, and ant” by Tuncer B. Edil and Ahmed S.
Bourdeau, PL H. Muhanna, March, 135
Number Issue Pages Brandon, TL: see Filz, GM and Brandon, TL Germaine, JT, and Ladd, CC: Multidirec-
Bray, JD tional direct simple shear apparatus,
] March 1-164
Seed, RB, and Seed, HB: | g small-scale Sept., 283
2 June 165-282
modelling of saturated cohesive soils, Doroudian, M: see Vucetic, M, Tufenkjian,
3 September 283-408
March, 46 MR, and Doroudian, M
4 December 409-580
see Merry, SM, Bray, JD, and Bourdeau, Duncan, JM: see Filz, GM and Duncan, JM
PE Eid, HT: see Stark, TD and Eid, HT
Breitenbach, AJ: Rockfill placement and
A compaction guidelines, March, 76
Abderrahim, A and Tisot, JP: Friction at the Brown, TA: see Stone, KJL and Brown, TA
cohesionless soil-structure interface: effect Burleigh, JB: see Charlie, WA, Ross, CA, Filz, GM
of various parameters according to a classic Skinner, MM, and Burleigh, BB and Brandon, TL: Compactor force and
study and a new approach, March, 122 energy measurements, Dec., 442
Abduljauwad, SN and Al-Sulaimani, GJ: De- Cc and Duncan, JM: Drift of flush-mounted
termination of swell potential of Al-Qatif pressure cell readings, Dec., 432
clay, Dec., 469 Campanella, RG and Kokan, MJ: New ap- Findlay, RC and Benoit, J: Some factors af-
Acar, YB: see Alshawabkeh, AN and Acar, proach to measuring dilatancy in saturated fecting in situ measurement using the Cam-
YB sands, Dec., 469 bridge self-boring pressuremeter, June, 188
Al-Ameen, SI and Waller, MD: Continuous Caporouscio, F: see Mohamed, A-MO, Yong, Finno, RJ and Rhee, Y: Consolidation, pre-
abrasion index for the assessment of rock RN, Caporouscio, F, Cheung, SCH, and and post-peak shearing responses from in-
abrasion, Dec., 525 Kjartanson, BH ternally instrumented biaxial compression
Al-Douri, RH, Hull, TS, and Poulos, HG: In- Chan, CK: see Boulanger, RW, Chan, CK, device, Dec., 496
fluence of test chamber boundary condi- Seed, HB, Seed, RB, and Sousa, JB
tions on sand bed response, Dec., 550 Chandler, RJ: see Marinho, FAM and
G-H
Al-Sulaimani, GJ: see Abduljauwad, SN and Chandler, RJ
Al-Sulaimani, GJ Chang, C-I: see Juang, CH, Lee, D-H, and Germaine, JT: see DeGroot, DJ, Germaine,
Alshawabkeh, AN and Acar, YB: Discussion Chang, C-I JT, and Ladd, CC
on ‘a new apparatus for the evaluation of Chapuis, RP: see Silvestri, V, Aubertin, M, Gontar, WA: see Weggel, JR and Gontar,
electrokinetic processes in hazardous waste and Chapuis, RP WA
management” by Albert T. Yeung, Salah Charlie, WA, Ross, CA, Skinner, MM, and Habib, SA and Karube, D: Swelling pressure
M. Sadek, and James K. Mitchell, Sept., Burleigh, JB: Evaluation of the drop bar behavior under controlled suction, June,
397 test for concrete and rock quality, Sept., 271
Ampadu, SK and Tatsuoka, F: Hollow cyl- 350 Ho, YC: see Maher, MH and Ho, YC
inder torsional simple shear apparatus ca- Chen, R and Stimpson, B: Indirect tension Hsuan, YG
pable of a wide range of shear strain mea- tests on rock—analytical/numerical cor- Koerner, RM, and Lord, AE, Jr.: Notched
surement, March, 3 rection for material bimodularity, June, 238 constant tensile load (NCTL) test for high-
Anderson, DC: see Sai, JO, Anderson, DC, Cheung, SCH: see Mohamed, A-MO, Yong, density polyethylene geomembranes,
and Sullivan, BP RN, Caporouscio, F, Cheung, SCH, and Dec., 450
Armandi, M: see Lo Presti, DCF, Pallara, O, Kjartanson, BH see Lord, AE, Jr., Hsuan, YG, and Koer-
Lancellotta, R, Armandi, M, and Manis- Chu, J and Lo, S-CR: On the measurement ner, XM
calco, R of critical state parameters of dense gran- Hull, TS: see Al-Douri, RH, Hull, TS, and
Aubertin, M: see Silvestri, V, Aubertin, M, ular soils, March, 27 Poulos, HG
and Chapuis, RP Cokca, E and Birand, A: Determination of
cation exchange capacity of clayey soils by
the methylene blue test, Dec., 518 J
B
Cook, EE: Jefferies, MG and Davies, MP: Use of CPTu
Basma, AA: Prediction of expansion degree see Omar, MT, Das, BM, Yen, S-C, Puri, to estimate equivalent SPT N,o, Dec., 458
for natural compacted clays, Dec., 542 VK, and Cook, EE Juang, CH, Lee, D-H, and Chang, C-I: New
Bathurst, RJ and Karpurapu, R: Large-scale see Shin, DC, Das, BM, Puri, VK, Yen, model of shear strength of simulated rock
triaxial compression testing of geocell- S-C, and Cook, EE joints, March, 70
reinforced granular soils, Sept., 296 Crippa, V: see Lo Presti, DCF, Berardi, R,
Bauer, E: see Kolymbas, D and Bauer, E Pedroni, S, and Crippa, V
K
Bauer, GE and Zhao, Y: Shear strength tests
for coarse granular backfill and reinforced Kalinski, RJ and Kelly, WE: Estimating water
soils, March, 115 D-E content of soils from electrical resistivity,
Ben-Akiva, M: see Livneh, M and Ben-Akiva, Das, BM: Sept., 323
M see Omar, MT, Das, BM, Yen, S-C, Puri, Karpurapu, R: see Bathurst, RJ and Kar-
Benoit, J: see Findlay, RC and Benoit, J VK, and Cook, EE purapu, R
Berardi, R: see Lo Presti, DCF, Berardi, R, see Shin, DC, Das, BM, Puri, VK, Yen, Karube, D: see Habib, SA and Karube, D
Pedroni, S, and Crippa, V S-C, and Cook, EE Kelly, WE: see Kalinski, RJ and Kelly, WE
Birand, A: see Cokca, E and Birand, A Davies, MP: see Jefferies, MG and Davies, Kim, DY: see Lee, MW, Paik, SW, Lee, WJ,
Boulanger, RW, Chan, CK, Seed, HB, Seed, MP Yi, CT, Kim, DY, and Yoon, SJ
RB, and Sousa, JB: Low-compliance bi- DeGroot, DJ Kjartanson, BH: see Mohamed, A-MO, Yong,
directional cyclic simple shear apparatus, and Lutenegger, AJ: Discussion on “‘char- RN, Caporouscio, F, Cheung, SCH, and
March, 36 acteristics of a bentonite slurry as a seal- Kjartanson, BH
571
572 GEOTECHNICAL TESTING JOURNAL
Koerner, RM: Meier, RW and Rix, GJ: Initial study of sur- Swell potential versus overburden pres-
see Hsuan, YG, Koerner, RM, and Lord, face wave inversion using artificial neural sure, Sept., 393
Ae, Jr. networks, Dec., 425 Silvestri, V, Aubertin, M, and Chapuis, RP:
see Lord, AE, Jr., Hsuan, YG, and Koer- Merry, SM, Bray, JD, and Bourdeau, PL: Study of undrained shear strength using
ner, RM Axisymmetric tension testing of geomem- various vanes, June, 228
Kokan, MJ: see Campanella, RG and Kokan, branes, Sept., 384 Skinner, MM: see Charlie, WA, Ross, CA,
MJ Mlynarek, J, Lafleur, J, Rollin, A, and Lom- Skinner, MM, and Burleigh, BB
Kolymbas, D and Bauer, E: Soft oedome- bard, G: Filtration opening size of geotex- Sousa, JB: see Boulanger, RW, Chan, CK,
ter—a new testing device and its applica- tiles by hydrodynamic sieving, March, 61 Seed, HB, Seed, RB, and Sousa, JB
tion for the calibration of hypoplastic con- Mohamed, A-MO, Yong, RN, Caporouscio, Sridharan, A
stitutive laws, June, 263 F, Cheung, SCH, and Kjartanson, BH: and Prakash, K: 6-//5 method for deter-
Kulhawy, FH: see McManus, KJ and Kul- Coupled heat and water flow apparatus, mination of coefficient of consolidation,
hawy, FH March, 85 March, 131
Kurup, PU: see Voyiadjis, GZ, Kurup, PU, Discussion on “temperature dependence
and Tumay, MT O-P of soil-water potential” by Abdel-Mohsen
O. Mohamed, Raymond N. Yong, and
Omar, MT, Das, BM, Yen, S-C, Puri, VK, Steven C. H. Cheung, Sept., 400
L and Cook, EE: Ultimate bearing capacity Stark, TD and Eid, HT: Modified Bromhead
Ladd, CC: see DeGroot, DJ, Germaine, JT, of rectangular foundations on geogrid- ring shear apparatus, March, 100
and Ladd, CC reinforced sand, June, 246 Stimpson, B: see Chen, R and Stimpson, B
Lade, PV: see Yamamuro, JA and Lade, PV Paik, SW: see Lee, MW, Paik, SW, Lee, WJ, Stone, KJL and Brown, TA: Simulation of
Lafleur, J: see Mlynarek, J, Lafleur, J, Rol- Yi, CT, Kim, DY, and Yoon, SJ ground loss in centrifuge model tests, June,
lin, A, and Lombard, G Pallara, O: see Lo Presti, DCF, Pallara, O, 253
Lancellotta, R: see Lo Presti, DCF, Pallara, Lancellotta, R, Armandi, M, and Manis- Sullivan, BP: see Sai, JO, Anderson, DC,
O, Lancellotta, R, Armandi, M, and Man- calco, R and Sullivan, BP
iscalco, R Pedroni, S: see Lo Presti, DCF, Berardi, R,
Lee, D-H: see Juang, CH, Lee, D-H, and Pedroni, S, and Crippa, V T
Chang, C-I Potts, BD and Santmarina, C: Geotechnical
Lee, MW, Paik, SW, Lee, WJ, Yi, CT, Kim, tomography: the effects of diffraction, Dec., Takada, N: Mikasa’s direct shear apparatus,
DY, and Yoon, SJ: Simple pile load test 510 test procedures and results, Sept., 314
(SPLT), June, 198 Poulos, HG: see Al-Douri, TH, Hull, TS, Tatsuoka, F: see Ampadu, SK and Tatsuoka,
Lee, WJ: see Lee, MW, Paik, SW, Lee, WJ, and Poulos, HG i
Yi, CT, Kim, DY, and Yoon, SJ Prakash, K: see Sridharan, A and Prakash, Tisot, JP: see Abderrahim, A and Tisot, JP
Livneh, M and Ben-Akiva, M: Statistical K Tufenkjian, MR: see Vucetic, M, Tufenk-
methodology to analyze the effect of changes Puri, VK: jian, MR, and Doroudian, M
in testing technology on measurement re- see Omar, MT, Das, BM, Yen, S-C, Puri, Tumay, MT: see Voyiadjis, GZ, Kurup, PU,
sults, March, 216 VK, and Cook, EE and Tumay, MT
Lo, S-CR: see Chu, J and Lo S-CR see Shin, DC, Das, BM, Puri, VK, Yen,
Lo Presti, DCF, S-C, and Cook, EE
V-W
Berardi, R, Pedroni, S, and Crippa, V: New
traveling sand pluviator to reconstitute R Voyiadjis, GZ, Kurup, PU, and Tumay, MT:
specimens of well-graded silty sands, Preparation of large-size cohesive speci-
March, 18 Rhee, Y: see Finno, RJ and Rhee, Y mens for calibration chamber testing, Sept.,
Pallara, O, Lancellotta, R, Armandi, M, Rix, GJ: 339
and Maniscalco, R: Monotonic and cyclic see Mayne, PW and Rix, GJ Vucetic, M, Tufenkjian, MR, and Doroudian,
loading behavior of two sands. at small see Meier, RW and Rix, GJ M: Dynamic centrifuge testing of soil-nailed
strains, Dec., 409 Rollin, A: see Mlynarek, J, Lafleur, J, Rol- excavations, June, 172
Lombard, G: see Mlynarek, J, Lafleur, J, lin, A, and Lombard, G Waller, MD: see Al-Ameen, SI and Waller,
Rollin, A, and Lombard, G Ross, CA: see Charlie, WA, Ross, CA, Skin- MD
Lord, AE, Jr. ner, MM, and Burleigh. BB Weggel, JR and Gontar, WA: In-plane air
Hsuan, YG, and Koerner, RM: Time-tem- flow through needle-punched, nonwoven
perature superposition in mechanical S geotextiles under normal loading, June, 207
durability testing of polyethylene geo- Williams, DJ: see Sibley, JW and Williams,
membranes, June, 259 Sai, JO, Anderson, DC, and Sullivan, BP: DJ
see Hsuan, YG, Koerner, RM, and Lord, Compatibility of compacted soils with mu-
AE, Jr. nicipal waste combustion ash leachates,
Lutenegger, AJ: see DeGroot, DJ and Lu- March, 108 Y-Z
tenegger, AJ Santmarina, C: see Potts, BD and Santma- Yamamuro, JA
rina, C and Lade, PV: B-value measurements for
M Seed, HB: granular materials at high confining
see Boulanger, RW, Chan, CK, Seed, HB, pressures, June, 165
Maher, MH and Ho, YC: Behavior of fiber- Seed, RB, and Sousa, JB and Lade, PV: Effects of strain rate on
reinforced cemented sand under static and see Bray, JD, Seed, RB, and Seed, HB instability of granular soils, Sept., 304
cyclic loads, Sept., 330 Seed, RB: Yen, S-C:
Maniscalco, R: see Lo Presti, DCF, Pallara, see Boulanger, RW, Chan, CK, Seed, HB, see Omar, MT, Das, BM, Yen, S-C, Puri,
O, Lancellotta, R, Armandi, M, and Man- Seed, RB, and Sousa, JB VK, and Cook, EE
iscalco, R see Bray, JD, Seed, RB, and Seed, HB see Shin, DC, Das, BM, Puri, VK, Yen,
Marinho, FAM and Chandler, RJ: Discus- Shin, EC, Das, BM, Puri, VK, Yen, S-C, and S-C, and Cook, EE
sion on “the behavior at the shrinkage limit Cook, EE: Bearing capacity of strip foun- Yi, CT: see Lee, MW, Paik, SW, Lee, WJ,
of clay undergoing drying” by David J. dation on geogrid-reinforced clay, Dec., Yi, CT, Kim, DY, and Yoon, SJ
Williams and John W. Sibley, Dec., 563 534 Yong, RN: see Mohamed, A-MO, Yong, RN,
Mayne, PW and Rix, GJ: G,,,,-q. relation- Sibley, JW and Williams, DJ: Some experi- Caporouscio, F, Cheung, SCH, and Kjar-
ships for clays, March, 54 ments on restrained shrinkage of clays tanson, BH
McManus, KJ and Kulhawy, FH: Prepara- undergoing drying, Sept., 365 Yoon, SJ: see Lee, MW, Paik, SW, Lee, WJ.
tion of large-size laboratory deposits of Sikh, TS: Yi, CT, Kim, DY, and Yoon, SJ
cohesive soil, Sept., 372 Evaluation of fill compaction, June, 276 Zhao, Y: see Bauer, GE and Zhao, Y
Geotechnical Testing Journal
Author Index to Volume 16
1993
A Modified Bromhead ring shear apparatus
Abrasion index (Stark, TD and Eid, HT), March, 100
Continuous abrasion index for the assess- Calcareous soils Prediction of expansion degree for natural
ment of rock abrasion (Al-Ameen, SI and Influence of test chamber boundary condi- compacted clays (Basma, AA), Dec., 542
Waller, MD), Dec., 525 tions on sand bed response (Al-Douri, RH, Coal measures
Abrasive minerals Hull, TS, and Poulos, HG), Dec., 550 Continuous abrasion index for the assess-
Continuous abrasion index for the assess- Calibrations ment of rock abrasion (Al-Ameen, SI and
ment of rock abrasion (Al-Ameen, SI and Drift of flush-mounted pressure cell readings Waller, MD), Dec., 525
Waller, MD), Dec., 525 (Filz, GM and Duncan, JM), Dec., 432 Cohesion
Accelerometers New traveling sand pluviator to reconstitute Preparation of large-size laboratory deposits
Compactor force and energy measurements specimens of well-graded silty sands (Lo of cohesive soil (McManus, KJ and Kul-
(Filz, GM and Brandon, TL), Dec., 442 Presti, DCF, Berardi, R, Pedroni, S, and hawy, FH), Sept., 372
Arctic structures Crippa, V), March, 18 Cohesive soils
Multidirectional direct simple shear appara- Preparation of large-size cohesive specimens Gmmax-Gc Telationships for clays (Mayne, PW
tus (DeGroot, DJ, Germaine, JT, and Ladd, for calibration chamber testing (Voyiadjis, and Rix, GJ), March, 54
CC), Sept., 283 GZ, Kurup, PU, and Tumay, MT), Sept., 1 g small-scale modelling of saturated cohe-
Automation 339 sive soils (Bray, JD, Seed, RB, and Seed,
Hollow cylinder torsional simple shear ap- Preparation of large-size laboratory deposits HB), March, 46
paratus capable of a wide range of shear of cohesive soil (McManus, KJ and Kul- Preparation of large-size cohesive specimens
strain measurement (Ampadu, SK and hawy, FH), Sept., 372 for calibration chamber testing (Voyiadjis,
Tatsuoka, F), March, 3 Soft oedometer—a new testing device and GZ, Kurup, PU, and Tumay, MT), Sept.,
Axisymmetric testing its application for the calibration of hy- 339
Axisymmetric tension testing of geomem- poplastic constitutive laws (Kolymbas, D Compaction
branes (Merry, SM, Bray, JD, and Bour- and Bauer, E), June, 263 Compactor force and energy measurements
deau, PL), Sept., 384 Cation exchange (Filz, GM and Brandon, TL), Dec., 442
Determination of cation exchange capacity of Compatibility of compacted soils with mu-
clayey soils by the methylene blue test nicipal waste combustion ash leachates (Sai,
(Cokca, E and Birand, A), Dec., 518 JO, Anderson, DC, and Sullivan, BP),
Cemented soil March, 108
Behavior of fiber-reinforced cemented sand Evaluation of fill compaction (Sikh, TS), June,
under static and cyclic loads (Maher, MH 276
B
and Ho, YC), Sept., 330 Prediction of expansion degree for natural
B-value Centrifuges compacted clays (Basma, AA), Dec., 542
B-value measurements for granular materials Dynamic centrifuge testing of soil-nailed ex- Rockfill placement and compaction guide-
at high confining pressures (Yamamuro, cavations (Vucetic, M, Tufenkjian, MR, lines (Breitenbach, AJ), March, 76
JA and Lade, PV), June, 165 and Doroudian, M), June, 172 Compressibility
Backfills Simulation of ground loss in centrifuge model 8-1/8 method for determination of coefficient
Shear strength tests for coarse granular back- tests (Stone, KJL and Brown, TA), June, of consolidation (Sridharan, A and Prak-
fill and reinforced soils (Bauer, GE and 253 ash, K), March, 131
Zhao, Y), March, 115 Clays Concrete
Bearing capacity ratio Bearing capacity of strip foundation on Evaluation of the drop bar test for concrete
Bearing capacity of strip foundation on geogrid-reinforced clay (Shin, EC, Das, and rock quality (Charlie, WA, Ross, CA,
geogrid-reinforced clay (Shin, EC, Das, BM, Puri, VK, Yen, S-C, and Cook, EE), Skinner, MM, and Burleigh, JB), Sept.,
BM, Puri, VK, Yen, S-C, and Cook, EE), Dec., 534 350
Dec., 534 Consolidation, pre- and post-peak shearing Cone penetrometer
Ultimate bearing capacity of rectangular responses from internally instrumented Grax-G- Telationships for clays (Mayne, PW
foundations on geogrid-reinforced sand biaxial compression device (Finno, RJ and and Rix, GJ), March, 54
(Omar, MT, Das, BM, Yen, S-C, Puri, Rhee, Y), Dec., 496 New approach to measuring dilatancy in sat-
VK, and Cook, EE), June, 246 8-1/5 method for determination of coefficient urated sands (Campanella, RG and Ko-
Bentonite of consolidation (Sridharan, A and Prak- kan, MJ), Dec., 469
Discussion on “characteristics of a bentonite ash, K), March, 131 Use of CPTu to estimate equivalent SPT Nx»
slurry as a sealant” by Tuncer B. Edil and Determination of cation exchange capacity of (Jefferies, MG and Davies, MP), Dec., 458
Ahmed S. H. Muhanna (DeGroot, DJ and clayey soils by the methylene blue test Cone penetration tests
Lutenegger, AJ), March, 135 (Cokca, E and Birand, A), Dec., 518 Use of CPTu to estimate equivalent SPT Neo
Bi-directional Determination of swell potential of Al-Qatif (Jefferies, MG and Davies, MP), Dec., 458
Low-compliance bi-directional cyclic simple clay (Abduljauwad, SN and Al-Sulaimani, Consolidation
shear apparatus (Boulanger, RW, Chan, GJ), Dec., 469 8-1/5 method for determination of coefficient
CK, Seed, HB, Seed, RB, and Sousa, JB), Discussion on “the behavior at the shrinkage of consolidation (Sridharan, A and Prak-
March, 36 limit of clay undergoing drying” by David ash, K), March, 131
Bimodularity J. Williams and John W. Sibley (Marinho, Hollow cylinder torsional simple shear ap-
Indirect tension tests on rock —analytical/nu- FAM and Chandler, RJ), Dec., 563 paratus capable of a wide range of shear
merical correction for material bimodular- Gmmax-c Telationships for clays (Mayne, PW strain measurement (Ampadu, SK and
ity (Chen, R and Stimpson, B), June, 238 and Rix, GJ), March, 54 Tatsuoka, F), March, 3
573
574 GEOTECHNICAL TESTING JOURNAL
Influence of test chamber boundary condi- ardous waste management” by Albert T. (Omar, MT, Das, BM, Yen, S-C, Puri,
tions on sand bed response (Al-Douri, RH, Yeung, Salah M. Sadek, and James K. VK, and Cook, EE), June, 246
Hull, TS, and Poulos, HG), Dec., 550 Mitchell (Alshawabkeh, AN and Acar, YB), Geomembranes
Preparation of large-size laboratory deposits Sept., 397 Notched constant tensile load (NCTL) test
of cohesive soil (McManus, KJ and Kul- Electrical resistivity for high-density polyethylene geomem-
hawy, FH), Sept., 372 Estimating water content of soils from elec- branes (Hsuan, YG, Koerner, RM, and
Correlation techniques trical resistivity (Kalinski, RJ and Kelly, Lord, AE, Jr.), Dec. 450
Giax-Ge Telationships for clays (Mayne, PW WE), Sept., 323 Geophysical methods
and Rix, GJ), March, 54 Excavation Geotechnical tomography: the effects of dif-
Use of CPTu to estimate equivalent SPT Nyo Dynamic centrifuge testing of soil-nailed ex- fraction (Potts, BD and Santmarina, C),
(Jefferies, MG and Davies, MP), Dec., 458 cavations (Vucetic, M, Tufenkjian, MR, Deéc., 519
Cracks and Doroudian, M), June, 172 Geosynthetics
Some experiments on restrained shrinkage of Expansion Axisymmetric tension testing of geomem-
clays undergoing drying (Sibley, JW and Prediction of expansion degree for natural branes (Merry, SM, Bray, JD, and Bour-
Williams, DJ), Sept., 365 compacted clays (Basma, AA), Dec., 542 deau, PL), Sept., 384
Time-temperature superposition in mechan- Expansive clays Geotextiles
ical durability testing of polyethylene geo- Some experiments on restrained shrinkage of Filtration opening size of geotextiles by hy-
membranes (Lord, AE, Jr., Hsuan, G., clays undergoing drying (Sibley, JW and drodynamic sieving (Mlynarek, J, Lafleur,
and Koerner, RM), June, 259 Williams, DJ), Sept., 365 J, Rollin, A, and Lombard, G), March, 61
Critical state Expansive soils In-plane air flow through needle-punched,
On the measurement of critical state param- Determination of swell potential of Al-Qatif nonwoven geotextiles under normal load-
eters of dense granular soils (Chu, J and clay (Abduljauwad, SN and Al-Sulaimani, ing (Weggel, JR and Gontar, WA), June,
Lo, S-CR), March, 27 GJ), Dec., 469 207
Swelling pressure behavior under controlled Granular soils
suction (Habib, SA and Karube, D), June, Effects of strain rate on instability of granular
D Zit soils (Yamamuro, JA and Lade, PV), Sept.,
Experimental data 304
Dams
Statistical methodology to analyze the effect On the measurement of critical state param-
Rockfill placement and compaction guide-
lines (Breitenbach, AJ) March, 76 of changes in testing technology on meas- eters of dense granular soils (Chu, J and
Deformation urement results (Livneh, M and Ben-Akiva, Lo, S-CR), March, 27
M), March, 216
Indirect tension tests on rock—analytical
H
numerical correction for material bimo-
dularity (Chen, R and Stimpson, B), June, Heat of wetting
238 Failure Discussion on “the behavior at the shrinkage
Diffraction 1 g small-scale modelling of saturated cohe- limit of clay undergoing drying” by David
Geotechnical tomography: the effects of dif- sive soils (Bray, JD, Seed, RB, and Seed, J. Williams and John W. Sibley (Marinho,
fraction (Potts, BD and Santmarina, C), HB), March, 46 FAM and Chandler, RJ), Dec., 563
Dec., 510 Failure criteria High-density polyethylene
Dilatancy Time-temperature superposition in mechan- Notched constant tensile load (NCTL) test
New approach to measuring dilatancy in sat- ical durability testing of polyethylene geo- for high-density polyethylene geomem-
urated sands (Campanella, RG and Ko- membranes (Lord, AE, Jr., Hsuan, G., branes (Hsuan, YG, Koerner, RM, and
kan, MJ), Dec., 469 and Koerner, RM), June, 259 Lord, AE, Jr.), Dec. 450
Direct shear testing Fiber-reinforced soil High pressure
Mikasa’s direct shear apparatus, test proce- Behavior of fiber-reinforced cemented sand Effects of strain rate on instability of granular
dures and results (Takada, N), Sept., 314 under static and cyclic loads (Maher, MH soils (Yamamuro, JA and Lade, PV), Sept.,
Multidirectional direct simple shear appara- and Ho, YC), Sept., 330 304
tus (DeGroot, DJ, Germaine, JT, and Ladd, Filters Hydraulic conductivity
CC), Sept., 283 Filtration opening size of geotextiles by hy- Compatibility of compacted soils with mu-
Drive samplers drodynamic sieving (Mlynarek, J, Lafleur, nicipal waste combustion ash leachates (Sai,
Evaluation of fill compaction (Sikh, TS), June, J, Rollin, A, and Lombard, G), March, 61 JO, Anderson, DC, and Sullivan, BP),
276 Flow March, 108
Drying Coupled heat and water flow apparatus (Mo- Discussion on ‘a new apparatus for the eval-
Some experiments on restrained shrinkage of hamed, A-MO, Yong, RN, Caporouscio, uation of electrokinetic processes in haz-
clays undergoing drying (Sibley, JW and F, Cheung, SCH, and Kjartanson, BH), ardous waste management” by Albert T.
Williams, DJ), Sept., 365 March, 85 Yeung, Salah M. Sadek, and James K.
Durability Four-probe resistivity cells Mitchell (Alshawabkeh, AN and Acar, YB),
Time-temperature superposition in mechan- Estimating water content of soils from elec- Sept., 397
ical durability testing of polyethylene geo- trical resistivity (Kalinski, RJ and Kelly, Hydrodynamic sieving technique
membranes (Lord, AE, Jr., Hsuan, G., WE)."Sept., 323 Filtration opening size of geotextiles by hy-
and Koerner, RM), June, 259 drodynamic sieving (Mlynarek, J, Lafleur,
J, Rollin, A, and Lombard, G), March, 61
G
Geoceil I-J
Earth pressure cells Large-scale triaxial compression testing of Impact tests
Drift of flush-mounted pressure cell readings geocell-reinforced granular soils (Bathurst, Evaluation of the drop bar test for concrete
(Filz, GM and Duncan, JM), Dec., 432 RJ and Karpurapu, R), Sept., 296 and rock quality (Charlie, WA, Ross, CA,
Earthquakes Geogrid reinforcement Skinner, MM, and Burleigh, JB), Sept.,
1 g small-scale modelling of saturated cohe- Bearing capacity of strip foundation on 350
sive soils (Bray, JD, Seed, RB, and Seed, geogrid-reinforced clay (Shin, EC, Das, In-plane airflow
HB), March, 46 BM, Puri, VK, Yen, S-C, and Cook, EE), In-plane air flow through needle-punched,
Electrical properties Dec., 534 nonwoven geotextiles under normal load-
Discussion on “ta new apparatus for the eval- Ultimate bearing capacity of rectangular ing (Weggel, JR and Gontar, WA), June,
uation of electrokinetic processes in haz- foundations on geogrid-reinforced sand 207
SUBJECT INDEX 575
In-situ tests Overburden Resistivity
Some factors affecting in situ measurement Swell potential versus overburden pressure New approach to measuring dilatancy in sat-
using the Cambridge self-boring pressure- (Sikh, TS), Sept., 393 urated sands (Campanella, RG and Ko-
meter (Findlay, RC and Benoit, J), June, Overconsolidation kan, MJ), Dec., 469
188 Hollow cylinder torsional simple shear ap- Resonance
Instrumentation paratus capable of a wide range of shear Monotonic and cyclic loading behavior of two
Compactor force and energy measurements strain measurement (Ampadu, SK and sands at small strains (Lo Presti, DCF, Pal-
(Filz, GM and Brandon, TL), Dec., 442 Tatsuoka, F), March, 3 lara, O, Lancellotta, R, Armandi, M, and
Drift of flush-mounted pressure cell readings Maniscalco, R), Dec., 409
(Filz, GM and Duncan, JM), Dec., 432 Rockfills
Inversion Rockfill placement and compaction guide-
Geotechnical tomography: the effects of dif- P lines (Breitenbach, AJ), March, 76
fraction (Potts, BD and Santmarina, C), Permeability Rocks
Dec., 510 In-plane air flow through needle-punched, Continuous abrasion index for the assess-
Initial study of surface wave inversion using nonwoven geotextiles under normal load- ment of rock abrasion (Al-Ameen, SI and
artificial neural networks (Meier, RW and ing (Weggel, JR and Gontar, WA), June, Waller, MD), Dec., 525
Rix, GJ), Dec., 425 207 Evaluation of the drop bar test for concrete
Joints Physical models and rock quality (Charlie, WA, Ross, CA,
New model of shear strength of simulated 1 g small-scale modelling of saturated cohe- Skinner, MM, and Burleigh, JB), Sept.,
rock joints (Juang, CH, Lee, D-H, and sive soils (Bray, JD, Seed, RB, and Seed, 350
Chang, C-I), March, 70 HB), March, 46 Indirect tension tests on rock—analytical/
Pile-bearing capacities numerical correction for material bimod-
Simple pile load test (SPLT) (Lee, MW, Paik, ularity (Chen, R and Stimpson, B), June,
SW, Lee, WJ, Yi, CT, Kim, DY, and Yoon, 238
L SJ), June, 198 New model of shear strength of simulated
Laboratory testing Pile foundations rock joints (Juang, CH, Lee, D-H, and
Discussion on ‘‘a new apparatus for the eval- Simple pile load test (SPLT) (Lee, MW, Paik, Chang, C-I), March, 70
uation of electrokinetic processes in haz- SW, Lee, WJ, Yi, CT, Kim, DY, and Yoon,
ardous waste management” by Albert T. SJ), June, 198
Yeung, Salah M. Sadek, and James K. Pile-loading tests
Mitchell (Alshawabkeh, AN and Acar, YB), Simple pile load test (SPLT) (Lee, MW, Paik,
Sept., 397 SW, Lee, WJ, Yi, CT, Kim, DY, and Yoon,
Liquefaction SJ), June, 198
Low-compliance bi-directional cyclic simple Polyethylene geomembranes Sand cone method
shear apparatus (Boulanger, RW, Chan, Time-temperature superposition in mechan- Evaluation of fill compaction (Sikh, TS), June,
CK, Seed, HB, Seed, RB, and Sousa, JB), ical durability testing of polyethylene geo- 276
March, 36 membranes (Lord, AE, Jr., Hsuan, G., Sand foundations
and Koerner, RM), June, 259 Influence of test chamber boundary condi-
Pore pressures tions on sand bed response (Al-Douri, RH,
B-value measurements for granular materials Hull, TS, and Poulos, HG), Dec., 550
M
at high confining pressures (Yamamuro, Sands
Methylene blue test JA and Lade, PV), June, 165 Friction at the cohesionless soil-structure
Determination of cation exchange capacity of Consolidation, pre- and post-peak shearing interface: effect of various parameters ac-
clayey soils by the methylene blue test responses from internally instrumented cording to a classic study and a new ap-
(Cokca, E and Birand, A), Dec., 518 biaxial compression device (Finno, RJ and proach (Abderrahim, A and Tisot, JP),
Mining Rhee, Y), Dec., 496 March, 122
Simulation of ground loss in centrifuge model Preparation of large-size cohesive specimens Monotonic and cyclic loading behavior of two
tests (Stone, KJL and Brown, TA), June, for calibration chamber testing (Voyiadjis, sands at small strains (Lo Presti, DCF, Pal-
253 GZ, Kurup, PU, and Tumay, MT), Sept., lara, O, Lancellotta, R, Armandi, M, and
Model tests 339 Maniscalco, R), Dec., 409
Influence of test chamber boundary condi- Pressure New traveling sand pluviator to reconstitute
tions on sand bed response (Al-Douri, RH, Swell potential versus overburden pressure specimens of well-graded silty sands (Lo
Hull, TS, and Poulos, HG), Dec., 550 (Sikh, TS), Sept., 393 Presti, DCF, Berardi, R, Pedroni, S, and
Simulation of ground loss in centrifuge model Pressuremeter Crippa, V), March, 18
tests (Stone, KJL and Brown, TA), June, Friction at the cohesionless soil-structure Saturation
253 interface: effect of various parameters ac- B-value measurements for granular materials
Ultimate bearing capacity of rectangular cording to a classic study and a new ap- at high confining pressures (Yamamuro,
foundations on geogrid-reinforced sand proach (Abderrahim, A and Tisot, JP), JA and Lade, PV), June, 165
(Omar, MT, Das, BM, Yen, S-C, Puri, March, 122 Seismic effects
VK, and Cook, EE), June, 246 Some factors affecting in situ measurement Dynamic centrifuge testing of soil-nailed ex-
Moisture using the Cambridge self-boring pressure- cavations (Vucetic, M, Tufenkjian, MR,
Coupled heat and water flow apparatus (Mo- meter (Findlay, RC and Benoit, J), June, and Doroudian, M), June, 172
hamed, A-MO, Yong, RN, Caporouscio, 188 Seismic investigations
F, Cheung, SCH, and Kjartanson, BH), Initial study of surface wave inversion using
March, 85 artificial neural networks (Meier, RW and
Rix, GJ), Dec., 425
R
Shales
Reinforced soil Modified Bromhead ring shear apparatus
O
Behavior of fiber-reinforced cemented sand (Stark, TD and Eid, HT), March, 100
Oedometer testing under static and cyclic loads (Maher, MH Shear
Soft oedometer—a new testing device and and Ho, YC), Sept., 330 Consolidation, pre- and post-peak shearing
its application for the calibration of hy- Large-scale triaxial compression testing of responses from internally instrumented
poplastic constitutive laws (Kolymbas, D geocell-reinforced granular soils (Bathurst, biaxial compression device (Finno, RJ and
and Bauer, E), June, 263 RJ and Karpurapu, R), Sept., 296 Rhee, Y), Dec., 496
576 GEOTECHNICAL TESTING JOURNAL
Monotonic and cyclic loading behavior of two Soil water potential
sands at small strains (Lo Presti, DCF, Pal- Discussion on “temperature dependence of
Temperature
lara, O, Lancellotta, R, Armandi, M, and soil-water potential” by Abdel-Mohsen O.
Coupled heat and water flow apparatus (Mo-
Maniscalco, R), Dec., 409 Mohamed, Raymond N. Yong, and Steven
hamed, A-MO, Yong, RN, Caporouscio,
Shear apparatus C. H. Cheung (Sridharan, A), Sept., 400 F, Cheung, SCH, and Kjartanson, BH),
Friction at the cohesionless soil-structure Soils March, 85
interface: effect of various parameters ac- Compatibility of compacted soils with mu-
Discussion on “temperature dependence of
cording to a classic study and a new ap- nicipal waste combustion ash leachates (Sai,
soil-water potential” by Abdel-Mohsen O.
proach (Abderrahim, A and Tisot, JP), JO, Anderson, DC, and Sullivan, BP),
Mohamed, Raymond N. Yong, and Steven
March, 122 March, 108 C. H. Cheung (Sridharan, A), Sept., 400
Shear strength tests for coarse granular back- Determination of cation exchange capacity of
Tension
fill and reinforced soils (Bauer, GE and clayey soils by the methylene blue test
Axisymmetric tension testing of geomem-
Zhao, Y), March, 115 (Cokca, E and Birand, A), Dec., 518
branes (Merry, SM, Bray, JD, and Bour-
Shear strength Discussion on “temperature dependence of
deau, PL), Sept., 384
New model of shear strength of simulated soil-water potential” by Abdel-Mohsen O.
Test fill
rock joints (Juang, CH, Lee, D-H, and Mohamed, Raymond N. Yong, and Steven
Rockfill placement and compaction guide-
Chang, C-I), March, 70 C. H. Cheung (Sridharan, A), Sept., 400
lines (Breitenbach, AJ), March, 76
Shear strength tests for coarse granular back- On the measurement of critical state param-
Test procedures
fill and reinforced soils (Bauer, GE and eters of dense granular soils (Chu, J and
Mikasa’s direct shear apparatus, test proce-
Zhao, Y), March, 115 Lo, S-CR), March, 27
dures and results (Takada, N), Sept., 314
Study of undrained shear strength using var- Sound
Testing device
ious vanes (Silvestri, V, Aubertin, M, and Evaluation of the drop bar test for concrete
Soft oedometer—a new testing device and
Chapuis, RP), June, 228 and rock quality (Charlie, WA, Ross, CA,
its application for the calibration of hy-
Shear tests Skinner, MM, and Burleigh, JB), Sept.,
poplastic constitutive laws (Kolymbas, D
Modified Bromhead ring shear apparatus 350
and Bauer, E), June, 263
(Stark, TD and Eid, HT), March, 100 Statistical analysis
Testing machines
Shear wave Statistical methodology to analyze the effect
Mikasa’s direct shear apparatus, test proce-
Initial study of surface wave inversion using of changes in testing technology on meas-
dures and results (Takada, N), Sept., 314
artificial neural networks (Meier, RW and urement results (Livneh, M and Ben-Akiva,
Statistical methodology to analyze the effect
Rix, GJ), Dec., 425 M), March, 216
of changes in testing technology on meas-
Shrinkage desiccation Stiffness
urement results (Livneh, M and Ben-Akiva,
Discussion on “the behavior at the shrinkage Some factors affecting in situ measurement
M), March, 216
limit of clay undergoing drying” by David using the Cambridge self-boring pressure-
Tomography
J. Williams and John W. Sibley (Marinho, meter (Findlay, RC and Benoit, J), June,
Geotechnical tomography: the effects of dif-
FAM and Chandler, RJ), Dec., 563 188
fraction (Potts, BD and Santmarina, C),
Sieving Strain rate
Dec., 510
Filtration opening size of geotextiles by hy- Effects of strain rate on instability of granular
Triaxial compression
drodynamic sieving (Mlynarek, J, Lafleur, soils (Yamamuro, JA and Lade, PV), Sept.,
Large-scale triaxial compression testing of
J, Rollin, A, and Lombard, G), March, 61 304
geocell-reinforced granular soils (Bathurst,
Silts Stress
RJ and Karpurapu, R), Sept., 296
New traveling sand pluviator to reconstitute Notched constant tensile load (NCTL) test
specimens of well-graded silty sands (Lo for high-density polyethylene geomem-
Presti, DCF, Berardi, R, Pedroni, S, and branes (Hsuan, YG, Koerner, RM, and
U-W
Crippa, V), March, 18 Lord, AE, Jr.), Dec., 450
Simple shear Some factors affecting in situ measurement Undrained shear strength
Low-compliance bi-directional cyclic simple using the Cambridge self-boring pressure- Study of undrained shear strength using var-
shear apparatus (Boulanger, RW, Chan, meter (Findlay, RC and Benoit, J), June, ious vanes (Silvestri, V, Aubertin, M, and
CK, Seed, HB, Seed, RB, and Sousa, JB), 188 Chapuis, RP), June, 228
March, 36 Suction Vane configurations
Slurries Swelling pressure behavior under controlled Study of undrained shear strength using var-
Discussion on “characteristics of a bentonite suction (Habib, SA and Karube, D), June, ious vanes (Silvestri, V, Aubertin, M, and
slurry as a sealant” by Tuncer B. Edil and 271 Chapuis, RP), June, 228
Ahmed S. H. Muhanna (DeGroot, DJ and Surface waves Viscosity
Lutenegger, AJ), March, 135 Initial study of surface wave inversion using Discussion on “characteristics of a bentonite
Soil instability artificial neural networks (Meier, RW and slurry as a sealant” by Tuncer B. Edil and
Effects of strain rate on instability of granular Rix, GJ), Dec., 425 Ahmed S. H. Muhanna (DeGroot, DJ and
soils (Yamamuro, JA and Lade, PV), Sept., Swell potential Lutenegger, AJ), March, 135
304 Determination of swell potential of Al-Qatif Volume change
Soil nailing clay (Abduljauwad, SN and Al-Sulaimani, New approach to measuring dilatancy in sat-
Dynamic centrifuge testing of soil-nailed ex- GJ), Dec., 469 urated sands (Campanella, RG and Ko-
cavations (Vucetic, M, Tufenkjian, MR, Swelling pressure kan, MJ), Dec., 469
and Doroudian, M), June, 172 Swell potential versus overburden pressure Water content
Soil tests (Sikh, TS), Sept., 393 Estimating water content of soils from elec-
Multidirectional direct simple shear appara- Swelling pressure behavior under controlled trical resistivity (Kalinski, RJ and Kelly,
tus (DeGroot, DJ, Germaine, JT, and Ladd, suction (Habib, SA and Karube, D), June, WE), Sept., 323
CC), Sept., 283 271