Canadian Geotechnical Revue canadienne Journal de géotechnique Volume 31, 1994 Author Index / Index des auteurs Achari, G., 140 Fannin, R.J., 555, 564 Lam, L., 795 Addo, K., 703 Fell, R., 261 Law, K.T., 989 Al, T.A., 502 Fellenius, B.H., 420, 649 Leboeuf, D., 61 Alencar, J., 868 Ferreira, R.S., 71 Lee, K.M., 467 Al-Homoud, A.S., 1015 Fredlund, D.G., 151,521,533, 795, 1026 Lefebvre, G., 61 Al-Otaibi, F., 597 Gallavresi, F., 1 Lehane, B.M., 79, 181 Al-Sanad, H.A., 597 Gao, L., 773 Li, L., 471 Altaee, A., 420, 649 Garga, V.K., 769, 885, 902 Lin, J.S., 431 Andersen, K.H., 817 Gaskin, P.N., 318 Little, T-E., 919 Assadi, A., 443 Gasson, I., 614 Lo, K.Y., 192, 607, 624 Babu, G.LS., 141 Ghaly, A., 273, 661, 673 Locatelli, L., 1 Bakker, K.J., 829 Giasi, C.I., 790 Lunne, T.A., 817 Ballivy, G., 407 Gioda, G., 1 Ma, M.Y., 91 Barbour, S.L., 151, 299 Goodrich, L.E., 491 Mahmud, M.B., 683 Barry, D.A., 471 Graham, J., 42,773 Martin, C.D., 692 Basma, A.A., 12 Guadagno, F.M., 790 Masada, T., 175 Bathurst, R.J., 547 Hanna, A., 273, 661, 673 Matsumoto, N., 162 Benmokrane, B., 407 Hayat, T.M., 791 Matyas, E.L., 591 Biggar, K.W., 395 Hazen, G.A., 175 Mayne, P.W., 788 Blowes, D.W., 502 Holtz, R.D., 1023 Mesri, G., 791 Bouafia, A., 740 Honjo, Y., 637 Meyerhof, G.G., 513, 583 Brooks, G.R., 384 Huang, A.-B., 91 Mitchell, R.J., 357, 577 Bruce, I.G., 143 Huang, S., 533 Morgan, M.R., 927 By, T.H., 817 Hughes, J.M.O., 797 Morgenstem, N., 803 Byme, P.M., 53, 145, 979 Humphrey, D.N., 1023 Morgenstem, N.R., 321, 868, 979, 1008, Caers, C.J., 144 Hungr, O., 749, 793 1022 Campanella, R.G., 797 Hurd, J.0., 175 Morin, P., 254 Campanella, R.G. (Dick), 343 Husein (Malkawi), A.I., 1015 Morris, P.H., 335 Carter, J.P., 799 Imrie, A.S., 918, 919, 979 Mouchaorab, K.S., 407 Chan, C., 144 Inculet, I.I., 192 Nagaraj, T.S., 141 Chan, D.H., 868 Indraratna, B., 614 Negussey, D., 132 Cheng, H., 779 Instanes, A., 703 Nicholson, R.V., 375 Cherubini, C., 790 Islam, M.S., 132 Nuyens, J., 605 Chowdhury, R.N., 614 Ismael, N.F., 597 Ogata, N., 478 Christian, H.A., 311 Jambor, J.L., 502 O’Shaughnessy, V., 885, 902 Chu, J., 1022 Jardine, R.J., 79, 181 Ou, C.-Y., 204 Clark, J.I., 254, 308, 773 Jitno, H., 145 Pandian, N.S., 141 Craig, W.H., 28, 450 Joshi, R.C., 140 Pillai, V.S., 53, 927, 939, 951, 967 Crawford, C.B., 145 Kalachev, V.Y., 454 Pitman, T.D., 728 Cruden, D.M., 319 Khan, M.A., 769 Plewes, H.D., 927 Cunha, R.P., 797 Kilpatrick, B.L., 927, 939 Potts, B., 215 De, A., 683 Koenders, M.A., 829 Poulos, H.G., 856 den Adel, H., 829 Komine, H., 478 Prasad, Y.V.S.N., 110 Dick, J.C., 17 Konrad, J.-M., 223, 285 Psutka, J.F.,919 Elberling, B., 375 Kostomarova, V.V., 454 Quigley, R.M., 624 Enegren, E.G., 749 Kulatilake, P.H.S.W., 364 Rahhal, M.E., 61 Evans, S.G., 384, 749 Kulhawy, F.H., 788 Rajani, B., 803 Fahey, M., 799 Lacroix, A., 61 Rao, S.N., 110 Fang, Y.S., 431 Lai, C.-H., 204 Rawlings, C.G., 817 Al-2 CAN. GEOTECH. J. VOL. 31, 1994 Raymond, G.P., 547, 802 Shi, Y.C., 555 Vaid, Y.P., 555, 714 Reardon, E.J., 375 Shirlaw, J.H., 463 Vallejo, L.E., 1003 Robert, Y., 246 Silva, A.J., 841 Vaziri, H.H., 311 Robertson, P.K., 71, 119, 321, 728, 939, Silvestri, V., 303 Veyera, G.E., 841 1008, 1022 Skopek, P., 1008 Voznesensky, E.A., 454 Rowe, R.K., 144, 467 Sloan, S.W., 443 Wang, Y., 104,779 Sabagh, S.K., 28 Steel, A., 254 Warde, J., 61 Sadd, M.H., 841 Stephansson, O., 364 Wells, N., 17 Salgado, F.M., 967 Stewart, R.A., 951 Williams, D.J., 335 Santamarina, J.C., 215, 591 Stimpson, B., 692 Wilson, G.W., 151 Sargand, S.M., 175 Stokoe, K.H., II, 61 Windisch, E.J., 604 Sasitharan, S., 119, 321, 939, 1022 Stone, K.J.L., 471 Xing, A., 521, 533, 1026 Sastry, V.V.R.N., 513 Su, CS., 431 Yalcin, A.S., 583 Scott, J.D., 502 Sy, A., 343 Yanful, E.K., 299 Sego, D.C., 119, 321, 395, 703, 728, 939, Tabib, C., 303 Yasuda, N., 162 1008, 1022 Tal, A.B., 1015 Yin, J.-H., 42, 773 Selvadurai, A.P.S., 989 Tan, S.-A., 125 Yue, Z.Q., 989 Sepehr, K., 491 Thavaraj, T., 637 Zeman, A.J., 570 Seto, J.T.C., 285 Tian, W.-M., 841 Zergoun, M., 714 Shakoor, A., 17 Tibble, P., 375 Zhu, F., 308 Shang, J.Q., 192, 607, 624 Trofimov, V.T., 454 Zimmie, T.F., 683 Shen, S.S., 779 Ucpirti, H., 364 Canadian Geotechnical Revue canadienne Journal de géotechnique Volume 31, 1994 Subject Index / Index des matiéres' B. Geological and Environmental Aspects Hydrogeological Aspects The hydrogeological and contaminant-transport properties of fractured Champlain Sea clay in Eastern Ontario. Part 1. Hydrogeological properties. O'Shaughnessy, V., and Garga, V.K., 885 The hydrogeological and contaminant-transport properties of fractured Champlain Sea clay in Eastern Ontario. Part 2. Contaminant transport. Garga, V.K., and O'Shaughnessy, V., 902 Geologic and seismic setting pertinent to dam safety review of Duncan Dam. Little, T.E., Imrie, A.S., and Psutka, J.F., 919 Submarine Geological Aspects Geologic and seismic setting pertinent to dam safety review of Duncan Dam. Little, T.E., Imrie, A.S., and Psutka, J.F., 919 Other Environmental Aspects The geochemistry of mine-waste pore water affected by the combined disposal! of natrojarosite and base-metal sulphide tailings at Kidd Creek, Timmins, Ontario. Al, T.A., Blowes, D.W., Jambor, J.L., and Scott, J.D., 502 Quantitative determination of potential distribution in Stem—Gouy double-layer model. Shang, J.Q., Lo, K.Y., and Quigley, R.M., 624 On uncertainty evaluation of contaminant migration through clayey barriers. Honjo, Y., and Thavaraj, T., 637 Accelerated physical modelling of radioactive waste migration in soil. Zimmie, T.F., Mahmud, M.B., and De, A., 683 C. Site Investigations Airphoto Surveys and Remote Sensing On the imaging of stress in particulate media: an experimental study. Santamarina, J.C., and Potts, B., 215 Probings (Soundings) An analytical study of cone penetration tests in granular material. Huang, A.-B., and Ma, M.Y., 91 Boring Techniques and Equipment (cf. C 10) The effect of a nonlinear Mohr—Coulomb criterion on borehole stresses and damage-zone estimate. Wang, Y., 104 Becker and standard penetration tests (BPT—SPT) correlations with consideration of casing friction. Sy, A., and Campanella, R.G.(Dick), 343 The effect of sample disturbance on laboratory properties of Lac du Bonnet granite. Martin, C.D., and Stimpson, B., 692 In situ sampling, density measurements, and testing of foundation soils at Duncan Dam. Plewes, H.D., Pillai, V.S., Morgan, M.R., and Kilpatrick, B.L., 927 Ground freezing and sampling of foundation soils at Duncan Dam. Sego, D.C., Robertson, P.K., Sasitharan, S., Kilpatrick, B.L., and Pillai, V.S., 939 Sampling In situ sampling, density measurements, and testing of foundation soils at Duncan Dam. Plewes, H.D., Pillai, V.S., Morgan, M.R., and Kilpatrick, B.L., 927 Measurement of Field Conditions (incl. Post-Construction Monitoring) An analytical study of cone penetration tests in granular material. Huang, A.-B., and Ma, M.Y., 91 The coefficient of earth pressure at rest: Discussion. Cherubini, C., Giasi, C.I., and Guadagno, F.M., 790 A finite element study of the pressuremeter test in sand using a nonlinear elastic model: Discussion. Hughes, J.M.O., Campanella, R.G., and Cunha, R.P., 797 A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model: Reply. Fahey, M., and Carter, J.P., 799 The hydrogeological and contaminant-transport properties of fractured Champlain Sea clay in Eastern Ontario. Part 1. Hydrogeological properties. O'Shaughnessy, V., and Garga, V.K., 885 The hydrogeological and contaminant-transport properties of fractured Champlain Sea clay in Eastern Ontario. Part 2. Contaminant transport. Garga, V.K., and O'Shaughnessy, V., 902 In situ sampling, density measurements, and testing of foundation soils at Duncan Dam. Plewes, H.D.., Pillai, V.S., Morgan, M.R., and Kilpatrick, B.L., 927 Field Testing (excl. Tests for Engineering Properties, see Groups D and F) Large-strain undrained pressuremeter interpretation based on loading and unloading data. Ferreira, R.S., and Robertson, P.K., 71 An analytical study of cone penetration tests in granular material. Huang, A.-B., and Ma, M.Y., 91 A comparison of pressuremeter test results in sea ice. Steel, A., Clark, J.I., and Morin, P., 254 Effective stress vane shear strength correction factor correlations. Morris, P.H., and Williams, D.J., 335 Tension tests on bored piles in cemented desert sands. Ismael, N.F., Al-Sanad, H.A., and Al-Otaibi, F., 597 1 Based on the Intemational Geotechnical Classification System (IGC) as revised 1981. CAN. GEOTECH. J. VOL. 31, 1994 D. Soil Properties: Laboratory and In-Situ Determinations Classification and Description of Soils An introduction to the mechanics of soils and foundations through critical state soil mechanics. Gaskin, P.N., 318 Becker and standard penetration tests (BPT—SPT) correlations with consideration of casing friction. Sy, A., and Campanella, R.G.(Dick), 343 Physico-Chemical Properties Coupled soil—atmosphere modelling for soil evaporation. Wilson, G.W., Fredlund, D.G., and Barbour, S.L., 151 Electrical strengthening of clays by dielectrophoresis. Lo, K.Y., Shang, J.Q., and Inculet, L.I., 192 A column study of static nonequilibrium fluid pressures in sand during prolonged drainage. Barbour, S.L., and Yanful, E.K., 299 State-boundary surface for very loose sand and its practical implications. Sasitharan, S., Robertson, P.K., Sego, D.C., and Morgensterm, N.R., 321 Evaluation of sulphide oxidation rates: a laboratory study comparing oxygen fluxes and rates of oxidation product release. Elberling, B., Nicholson, R.V., Reardon, E.J., and Tibble, P., 375 Experimental study on swelling characteristics of compacted bentonite. Komine, H., and Ogata, N., 478 The geochemistry of mine-waste pore water affected by the combined disposal of natrojarosite and base-metal sulphide tailings at Kidd Creek, Timmins, Ontario. Al, T.A., Blowes, D.W., Jambor, J.L., and Scott, J.D., 502 Subaqueous capping of very soft contaminated sediments. Zeman, A.J., 570 Effects of intervening media on dielectrophoretic strengthening of soft clays. Lo, K.Y., and Shang, J.Q., 607 Quantitative determination of potential distribution in Stem—Gouy double-layer model. Shang, J.Q., Lo, K.Y., and Quigley, R.M., 624 Hydraulic Properties A reexamination of the permeability index of clays: Discussion. Achari, G., and Joshi, R.C., 140 A reexamination of the permeability index of clays: Reply. Pandian, N.S., Babu, G.L.S., and Nagaraj, T.S., 141 A column study of static nonequilibrium fluid pressures in sand during prolonged drainage. Barbour, S.L., and Yanful, E.K., 299 Matrix suction and diffusive transport in centrifuge models. Mitchell, R.J., 357 Centrifugal modelling of nonsorbing, nonequilibrium solute transport in a locally inhomogeneous soil. Li, L., Barry, D.A., and Stone, K.J.L., 471 Equations for the soil-water characteristic curve. Fredlund, D.G., and Xing, A., 521 Predicting the permeability function for unsaturated soils using the soil-water characteristic curve. Fredlund, D.G., Xing, A., and Huang, S., 533 Centrifuge techniques for testing clay liner samples. Mitchell, R.J., 577 Modelling unanticipated pore-water pressures in soft clays. Yin, J., Graham, J., Clark, J.I., and Gao, L., 773 Estimation of hydraulic fracture pressure in clay. Andersen, K.H., Rawlings, C.G., Lunne, T.A., and By, T.H., 817 Evaluation of liquefaction potential of foundation soils at Duncan Dam. Pillai, V.S., and Stewart, R.A., 951 Post-liquefaction stability and deformation analysis of Duncan Dam. Pillai, V.S., and Salgado, F.M., 967 Excess pore pressure in a poroelastic seabed saturated with a compressible fluid. Yue, Z.Q., Selvadurai, A.P.S., and Law, K.T., 989 Compressibility and Swelling Hyperbolic method for settlements in clay with vertical drains. Tan, S.-A., 125 Experimental study on swelling characteristics of compacted bentonite. Komine, H., and Ogata, N., 478 Application of Terzaghi's consolidation theory to nearly saturated soils. Vaziri, H.H., and Christian, H.A., 311 Subaqueous capping of very soft contaminated sediments. Zeman, A.J., 570 A simple design for hydraulic consolidometer and volume gauge. Khan, M.A., and Garga, V.K., 769 Drained creep of undisturbed cohesive marine sediments. Tian, W.-M., Silva, A.J., Veyera, G.E., and Sadd, M.H., 841 Collapse behavior of sand: Discussion. Chu, J., 1022 Collapse behavior of sand: Reply. Sasitharan, S., Robertson, P.K., Sego, D.C., and Morgenstern, N.R., 1022 Shear-Deformation and Strength Properties Equivalent times and one-dimensional elastic viscoplastic modelling of time-dependent stress-strain behaviour of clays. Yin, J.-H., and Graham, J., 42 Laboratory and field determinations of small-strain shear modulus for a structured Champlain clay. Lefebvre, G., Leboeuf, D., Rahhal, M.E., Lacroix, A., Warde, J., and Stokoe, K.H., Il, 61 Large-strain undrained pressuremeter interpretation based on loading and unloading data. Ferreira, R.S., and Robertson, P.K., 71 The effect of a nonlinear Mohr—Coulomb criterion on borehole stresses and damage-zone estimate. Wang, Y., 104 Uniqueness of steady state and liquefaction potential. Negussey, D., and Islam, M.S., 132 Sixteenth Canadian Geotechnical Colloquium: Frost heave in soils: concepts and engineering. Konrad, J.-M., 223 An introduction to the mechanics of soils and foundations through critical state soil mechanics. Gaskin, P.N., 318 Effective stress vane shear strength correction factor correlations. Morris, P.H., and Williams, D.J., 335 Undrained stability of a plane strain heading. Sloan, S.W., and Assadi, A., 443 Effects of intervening media on dielectrophoretic strengthening of soft clays. Lo, K.Y., and Shang, J.Q., 607 Effective stress response of clay to undrained cyclic loading. Zergoun, M., and Vaid, Y.P., 714 Influence of fines on the collapse of loose sands. Pitman, T.D., Robertson, P.K., and Sego, D.C., 728 Evolution of the plastic zone near a microfracture: a numerical simulation and its implications on in situ stress measurement. Wang, Y., Shen, S.S., and Cheng, H., 779 The coefficient of earth pressure at rest: Discussion. Cherubini, C., Giasi, C.I., and Guadagno, F.M., 790 Estimation of hydraulic fracture pressure in clay. Andersen, K.H., Rawlings, C.G., Lunne, T.A., and By, T.H., 817 Drained creep of undisturbed cohesive marine sediments. Tian, W.-M., Silva, A.J., Veyera, G.E., and Sadd, M.H., 841 SUBJECT INDEX /INDEX DES MATIERES Dynamic Properties Effect of overburden pressure on liquefaction resistance of sand. Pillai, V.S., and Byrne, P.M., 53 Laboratory and field determinations of small-strain shear modulus for a structured Champlain clay. Lefebvre, G., Leboeuf, D., Rahhal, M.E., Lacroix, A., Warde, J., and Stokoe, K.H., II, 61 The effect of dynamic loading on lateral stress in sand. Zhu, F., and Clark, J.I., 308 State-boundary surface for very loose sand and its practical implications. Sasitharan, S., Robertson, P.K., Sego, D.C., and Morgenstern, N.R., 321 Dynamic instability of seasonally thawing silty soils. Voznesensky, E.A., Kalachev, V.Y., Trofimov, V.T., and Kostomarova, V.V., 454 Effective stress response of clay to undrained cyclic loading. Zergoun, M., and Vaid, Y.P., 714 Influence of fines on the collapse of loose sands. Pitman, T.D., Robertson, P.K., and Sego, D.C., 728 Etude expérimentale du chargement latéral cyclique répété des pieux isolés dans le sable en centrifugeuse. Bouafia, A., 740 Evaluation of liquefaction potential of foundation soils at Duncan Dam. Pillai, V.S., and Stewart, R.A., 951 Post-liquefaction stability and deformation analysis of Duncan Dam. Pillai, V.S., and Salgado, F.M., 967 Results and implications of seismic performance studies for Duncan Dam. Byme, P.M., Imrie, A.S., and Morgenstern, N.R., 979 Excess pore pressure in a poroelastic seabed saturated with a compressible fluid. Yue, Z.Q., Selvadurai, A.P.S., and Law, K.T., 989 Collapse of dry sand. Skopek, P., Morgenstern, N.R., Robertson, P.K., and Sego, D.C., 1008 Thermal Properties A numerical and experimental study of the artificial freezing of sand. Gioda, G., Locatelli, L., and Gallavresi, F., 1 Sixteenth Canadian Geotechnical Colloquium: Frost heave in soils: concepts and engineering. Konrad, J.-M., 223 Time-dependent displacement behaviour of model adfreeze and grouted piles in saline frozen soils. Biggar, K.W., and Sego, D.C., 395 Dymanic instability of seasonally thawing silty soils. Voznesensky, E.A., Kalachev, V.Y., Trofimov, V.T., and Kostomarova, V.V., 454 Frost protection of buried PVC water mains in western Canada. Sepehr, K., and Goodrich, L.E., 491 Comparison of predicted and observed responses of pipeline to differential frost heave. Rajani, B., and Morgenstern, N., 803 Ground freezing and sampling of foundation soils at Duncan Dam. Sego, D.C., Robertson, P.K., Sasitharan, S., Kilpatrick, B.L., and Pillai, V.S., 939 Compactibility Frost protection of buried PVC water mains in western Canada. Sepehr, K., and Goodrich, L.E., 491 Utilization of compacted coal tailings as a structural fill. Indraratna, B., Gasson, I., and Chowdhury, R.N., 614 E. Analysis of Soil-Engineering Problems Stress Analysis On the imaging of stress in particulate media: an experimental study. Santamarina, J.C., and Potts, B., 215 Negative skin friction and the neutral plane. Matyas, E.L., and Santamarina, J.C., 591 The coefficient of earth pressure at rest: Discussion. Mayne, P.W., and Kulhawy, F.H., 788 The coefficient of earth pressure at rest: Reply. Mesri, G., and Hayat, T.M., 791 Deformation and Settlement Problems The influence of lateral spreading on settlements beneath a fill. Crawford, C.B., Jitno, H., and Byrne, P.M., 145 An estimation of ground settlement due to shield tunnelling by the Peck—Fujita method. Fang, Y.S., Lin, J.S., and Su, C.S., 431 Analysis of foundation deformations beneath the Syncrude tailings dyke. Alencar, J., Morgenstern, N.R., and Chan, D.H., 868 Bearing Capacity of Shallow Foundations Risk-reduction factor for bearing capacity of shallow foundations. Basma, A.A., 12 Pullout behaviour of model pile and helical pile anchors subjected to lateral cyclic loading. Prasad, Y.V.S.N., and Rao, S.N., 110 Model investigation of the performance of single anchors and groups of anchors. Ghaly, A., and Hanna, A., 273 Time-dependent displacement behaviour of model adfreeze and grouted piles in saline frozen soils. Biggar, K.W., and Sego, D.C., 395 Tension tests on bored piles in cemented desert sands. Ismael, N.F., Al-Sanad, H.A., and Al-Otaibi, F., 597 Ultimate pullout resistance of single vertical anchors. Ghaly, A., and Hanna, A., 661 Ultimate pullout resistance of groups of vertical anchors. Hanna, A., and Ghaly, A., 673 Bearing Capacity of Piles and other Deep Foundations Stress-level effects in model tests on piles. Craig, W.H., and Sabagh, S.K., 28 Displacement pile behaviour in glacial clay, Lehane, B.M., and Jardine, R.J., 79 Displacement-pile behaviour in a soft marine clay. Lehane, B.M., and Jardine, R.J., 181 A new approach to the analysis of high-strain dynamic pile test data. Robert, Y., 246 A reexamination of the strain field around a simple pile. Silvestri, V., and Tabib, C., 303 Becker and standard penetration tests (BPT-SPT) correlations with consideration of casing friction. Sy, A., and Campanella, R.G.(Dick), 343 Laboratory investigation of shaft resistance of rock-socketed piers using the constant normal stiffness direct shear test. Benmokrane, B., Mouchaorab, K.S., and Ballivy, G., 407 Behaviour of flexible piles in layered sands under eccentric and inclined loads. Sastry, V.V.R.N., and Meyerhof, G.G., 513 Negative skin friction and the neutral plane. Matyas, E.L., and Santamarina, J.C., 591 Earth Pressure Problems The effect of dynamic loading on lateral stress in sand. Zhu, F., and Clark, J.I., 308 Undrained stability of a plane strain heading. Sloan, S.W., and Assadi, A., 443 Stability of Slopes and Excavations Landslides / Glissements de terrain. Bruce, I.G., 143 CAN. GEOTECH. J. VOL. 31, 1994 Finite-element analysis of deep excavation in layered sandy and clayey soil deposits. Ou, C.-Y., and Lai, C.-H., 204 Landslide risk assessment and acceptable risk. Fell, R., 261 An earthflow in sensitive Champlain Sea sediments at Lemieux, Ontario, June 20, 1993, and its impact on the South Nation River. Evans, S.G., and Brooks, G.R., 384 Instability of stabilization of an embankment on the Irbid-Amman Highway in Jordan. Al-Homoud, A.S., Tal, A.B., and Husein (Malkawi), A.I., 1015 Application de la méthode de Bishop simplifiée aux remblais renforcés par les géosynthétiques : Discussion. Humphrey, D.N., and Holtz, R.D., 1023 Seepage and other Hydraulic Problems Filtration behaviour of nonwoven geotextiles. Fannin, R.J., Vaid, Y.P., and Shi, Y.C., 555 On uncertainty evaluation of contaminant migration through clayey barriers. Honjo, Y., and Thavaraj, T., 637 Dynamic Problems Effect of overburden pressure on liquefaction resistance of sand. Pillai, V.S., and Byrne, P.M., 53 A new approach to the analysis of high-strain dynamic pile test data. Robert, Y., 246 Frost Action and Heat-Transfer Problems Sixteenth Canadian Geotechnical Colloquium: Frost heave in soils: concepts and engineering. Konrad, J.-M., 223 Frost heave characteristics of undisturbed sensitive Champlain Sea clay. Konrad, J.-M., and Seto, J.T.C., 285 Time-dependent displacement behaviour of model adfreeze and grouted piles in saline frozen soils. Biggar, K.W., and Sego, D.C., 395 Size effects in anchor performance. Craig, W.H., 450 Comparison of predicted and observed responses of pipeline to differential frost heave. Rajani, B., and Morgenstern, N., 803 Analysis of Layered Systems and Pavements Behaviour A reexamination of the strain field around a simple pile. Silvestri, V., and Tabib, C., 303 Soil-Structure Interaction Size effects in anchor performance. Craig, W.H., 450 Field observations on the load—strain-time behaviour of geogrid reinforcement. Fannin, R.J., 564 Tension tests on bored piles in cemented desert sands. Ismael, N.F., Al-Sanad, H.A., and Al-Otaibi, F., 597 Application de la méthode de Bishop simplifiée aux remblais renforcés par les géosynthétiques : Discussion. Windisch, E.J., 604 Application de la méthode de Bishop simplifiée aux remblais renforcés par les géosynthétiques : Réponse. Nuyens, J., 605 Application de la méthode de Bishop simplifiée aux remblais renforcés par les géosynthétiques : Discussion. Humphrey, D.N., and Holtz, R.D., 1023 Mathematical Methods, Computer Analysis A numerical and experimental study of the artificial freezing of sand. Gioda, G., Locatelli, L., and Gallavresi, F., 1 Risk-reduction factor for bearing capacity of shallow foundations. Basma, A.A., 12 Equivalent times and one-dirensional elastic viscoplastic modelling of time-dependent stress-strain behaviour of clays. Yin, J.-H., and Graham, J., 42 Hyperbolic method for settlements in clay with vertical drains. Tan, S.-A., 125 The influence of lateral spreading on settlements beneath a fill. Crawford, C.B., Jitno, H., and Byrne, P.M., 145 Coupled soil—atmosphere modelling for soil evaporation. Wilson, G.W., Fredlund, D.G., and Barbour, S.L., 151 Finite-element analysis of deep excavation in layered sandy and clayey soil deposits. Ou, C.-Y., and Lai, C.-H., 204 Landslide risk assessment and acceptable risk. Fell, R., 261 A reexamination of the strain field around a simple pile. Silvestri, V., and Tabib, C., 303 Physical modeling in sand. Altaee, A., and Fellenius, B.H., 420 Equations for the soil-water characteristic curve. Fredlund, D.G., and Xing, A., 521 Predicting the permeability function for unsaturated soils using the soil-water characteristic curve. Fredlund, D.G., Xing, A., and Huang, S., 533 Ultimate pullout resistance of single vertical anchors. Ghaly, A., and Hanna, A., 661 Ultimate pullout resistance of groups of vertical anchors. Hanna, A., and Ghaly, A., 673 Modelling unanticipated pore-water pressures in soft clays. Yin, J., Graham, J., Clark, J.I., and Gao, L., 773 Evolution of the plastic zone near a microfracture: a numerical simulation and its implications on in situ stress measurement. Wang, Y., Shen, S.S., and Cheng, H., 779 A general limit equilibrium model for three-dimensional slope stability analysis: Discussion. Hungr, O., 793 A general limit equilibrium model for three-dimensional slope stability analysis: Reply. Lam, L., and Fredlund, D.G., 795 A finite element study of the pressuremeter test in sand using a nonlinear elastic model: Discussion. Hughes, J.M.O., Campanella, R.G., and Cunha, R.P., 797 A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model: Reply. Fahey, M., and Carter, J.P., 799 Excess pore pressure in a poroelastic seabed saturated with a compressible fluid. Yue, Z.Q., Selvadurai, A.P.S., and Law, K.T., 989 Collapse of dry sand. Skopek, P., Morgenstern, N.R., Robertson, P.K., and Sego, D.C., 1008 Model Test Analysis Stress-level effects in model tests on piles. Craig, W.H., and Sabagh, S.K., 28 Pullout behaviour of model pile and helical pile anchors subjected to lateral cyclic loading. Prasad, Y.V.S.N., and Rao, S.N., 110 Model investigation of the performance of single anchors and groups of anchors. Ghaly, A., and Hanna, A., 273 Matrix suction and diffusive transport in centrifuge models. Mitchell, R.J., 357 Physical modeling in sand. Altaee, A., and Fellenius, B.H., 420 Centrifugal modelling of nonsorbing, nonequilibrium solute transport in a locally inhomogencous soil. Li, L., Barry, D.A., and Stone, K.J.L., 471 SUBJECT INDEX /INDEX DES MATIERES On uncertainty evaluation of contaminant migration through clayey barriers. Honjo, Y., and Thavaraj, T., 637 Accelerated physical modelling of radioactive waste migration in soil. Zimmie, T.F., Mahmud, M.B., and De, A., 683 Etude expérimentale du chargement latéral cyclique répété des pieux isolés dans le sable en centrifugeuse. Bouafia, A., 740 F. Rock Properties: Laboratory and In-Situ Determinations Classification and Description of Rocks and Rock Masses A geological approach toward developing a mudrock-durability classification system. Dick, J.C., Shakoor, A., and Wells, N., 17 Effects of finite-size joints on the deformability of jointed rock at the two-dimensional level. Kulatilake, P.H.S.W., Ucpirti, H., and Stephansson, O., 364 The effect of sample disturbance on laboratory properties of Lac du Bonnet granite. Martin, C.D., and Stimpson, B., 692 Physio-Chemical Properties Fractal analysis of the slake durability test. Vallejo, L.E., 1003 Composition, Density, and Structural Features Sample disturbance from shear wave velocity measurements. Sasitharan, S., Robertson, P.K., and Sego, D.C., 119 Fractal analysis of the slake durability test. Vallejo, L.E., 1003 Shear-Deformation and Strength Properties Comparisons of deformation characteristics of rockfill materials using monotonic and cyclic loading laboratory tests and in situ tests. Yasuda, N., and Matsumoto, N., 162 Effects of finite-size joints on the deformability of jointed rock at the two-dimensional level. Kulatilake, P.H.S.W., Ucpirti, H., and Stephansson, O., 364 The effect of sample disturbance on laboratory properties of Lac du Bonnet granite. Martin, C.D., and Stimpson, B., 692 Dynamic Properties Sample disturbance from shear wave velocity measurements. Sasitharan, S., Robertson, P.K., and Sego, D.C., 119 Uniqueness of steady state and liquefaction potential. Negussey, D. and Islam, M.S., 132 Comparisons of deformation characteristics of rockfill materials using monotonic and cyclic loading laboratory tests and in situ tests. Yasuda, N., and Matsumoto, N., 162 G. Analysis of Rock-Engineering Problems Stability of Rock Slopes and Open Excavations Landslides / Glissements de terrain. Bruce, I.G., 143 Rock slope stability analysis. Cruden, D.M., 319 The Avalanche Lake rock avalanche, Mackenzie Mountains, Northwest Territories, Canada: description, dating, and dynamics. Evans, S.G., Hungr, O., and Enegren, E.G., 749 Dynamic Problems Repeated-load response of aggregates in relation to track quality index. Raymond, G.P., and Bathurst, R.J., 547 The Avalanche Lake rock avalanche, Mackenzie Mountains, Northwest Territories, Canada: description, dating, and dynamics. Evans, S.G., Hungr, O., and Enegren, E.G., 749 Rock-Structure-Interaction Repeated-load response of aggregates in relation to track quality index. Raymond, G.P., and Bathurst, R.J., 547 H. Design, Construction, and Behaviour of Engineering Works Retaining Structures and Cut-off Walls Field observations on the load—strain—-time behaviour of geogrid reinforcement. Fannin, R.J., 564 Offshore Structures Modeling the performance of the Molikpagq. Altaee, A., and Fellenius, B.H., 649 Construction and characterization of a spray-ice pad, Tuktoyaktuk, Northwest Territories. Instanes, A., Sego, D.C., and Addo, K., 703 Dams and Reservoirs Analysis of foundation deformations beneath the Syncrude tailings dyke. Alencar, J., Morgenstern, N.R., and Chan, D.H., 868 Overview of the liquefaction assessment and seismic stability of Duncan Dam: Specialty session, 46th Annual Canadian Geotechnical Conference Saskatoon, Saskatchewan, September 27-29, 1993. Imrie, A.S., 918 Geologic and seismic setting pertinent to dam safety review of Duncan Dam. Little, T.E., Imrie, A.S., and Psutka, J.F., 919 In situ sampling, density measurements, and testing of foundation soils at Duncan Dam. Plewes, H.D., Pillai, V.S., Morgan, M.R., and Kilpatrick, B.L., 927 Ground freezing and sampling of foundation soils at Duncan Dam. Sego, D.C., Robertson, P.K., Sasitharan, S., Kilpatrick, B.L., and Pillai, V.S., 939 Evaluation of liquefaction potential of foundation soils at Duncan Dam. Pillai, V.S., and Stewart, R.A., 951 Post-liquefaction stability and deformation analysis of Duncan Dam. Pillai, V.S., and Salgado, F.M., 967 Results and implications of seismic performance studies for Duncan Dam. Byme, P.M.., Imrie, A.S., and Morgenstern, N.R., 979 CAN. GEOTECH. J. VOL. 31, 1994 Tunnels and Underground Openings An estimation of ground settlement due to shield tunnelling by the Peck—Fujita method. Fang, Y.S., Lin, J.S., and Su, C.S., 431 Subsidence owing to tunnelling. II. Evaluation of a prediction technique: Discussion. Shirlaw, J.H., 463 Subsidence owing to tunnelling. II. Evaluation of a prediction technique: Reply. Rowe, R.K., and Lee, K.M., 467 Roads, Railroads, and Airfields Utilization of compacted coal tailings as a structural fill. Indraratna, B., Gasson, I., and Chowdhury, R.N., 614 Instability of stabilization of an embankment on the Irbid~Amman Highway in Jordan. Al-Homoud, A.S., Tal, A.B., and Husein (Malkawi), A.I., 1015 Conduits and Culverts Long-term field study of a deep-corrugated metal box type culvert. Sargand, S.M., Hazen, G.A., Masada, T., and Hurd, J.O., 175 Comparison of predicted and observed responses of pipeline to differential frost heave. Rajani, B., and Morgenstern, N., 803 Slopes and Unsupported Excavations Application de la méthode de Bishop simplifiée aux remblais renforcés par les géosynthétiques : Discussion. Windisch, E.J., 604 Application de la méthode de Bishop simplifiée aux remblais renforcés par les géosynthétiques : Réponse. Nuyens, J., 605 A general limit equilibrium model for three-dimensional slope stability analysis: Discussion. Hungr, O., 793 A general limit equilibrium model for three-dimensional slope stability analysis: Reply. Lam, L., and Fredlund, D.G., 795 K. Construction Methods and Equipment Drainage Methods Hyperbolic method for settlements in clay with vertical drains. Tan, S.-A., 125 Filtration behaviour of nonwoven geotextiles. Fannin, R.J., Vaid, Y.P., and Shi, Y.C., 555 Review of granular and geotextile filters. Raymond, G.P., 802 Soil Stabilization and Erosion Control Electrical strengthening of clays by diclectrophoresis. Lo, K.Y., Shang, J.Q., and Inculet, [.I., 192 The analysis of relaxed criteria for erosion-control filters. den Adel, H., Koenders, M.A., and Bakker, K.J., 829 Piles and Pile Driving, incl. Sheet Piles Bearing capacity of flexible batter piles under eccentric and inclinded loads in layered soil. Meyerhof, G.G., and Yalcin, A.S., 583 tude expérimentale du chargement latéral cyclique répété des pieux isolés dans le sable en centrifugeuse. Bouafia, A., 740 Effect of pile driving on adjacent piles in clay. Poulos, H.G., 856 Offshore Construction Modeling the performance of the Molikpaq. Altaee, A., and Fellenius, B.H., 649 Construction and characterization of a spray-ice pad, Tuktoyaktuk, Northwest Territories. Instanes, A., Sego, D.C., and Addo, K., 703 Measures for Improving Deformation and Stability Conditions, Reconstruction of Foundations Electrical strengthening of clays by dielectrophoresis. Lo, K.Y., Shang, J.Q., and Inculet, I.I., 192 S. Snow and Ice Mechanics and Engineering Snow and Ice Cover A comparison of pressuremeter test results in sea ice. Steel, A., Clark, J.I., and Morin, P., 254 Construction and characterization of a spray-ice pad, Tuktoyaktuk, Northwest Territories. Instanes, A., Sego, D.C., and Addo, K., 703 T. Related Disciplines Civil Engineering Landslides / Glissements de terrain. Bruce, I.G., 143 Repeated-load response of aggregates in relation to track quality index. Raymond, G.P., and Bathurst, R.J., 547 Mining Engineering and Ore Prospecting Landslides / Glissements de terrain. Bruce, I.G., 143 Evaluation of sulphide oxidation rates: a laboratory study comparing oxygen fluxes and rates of oxidation product release. Elberling, B., Nicholson, R.V., Reardon, E.J., and Tibble, P., 375 The geochemistry of mine-waste pore water affected by the combined disposal of natrojarosite and base-metal sulphide tailings at Kidd Creek, Timmins, Ontario. Al, T.A., Blowes, D.W., Jambor, J.L., and Scott, J.D., 502 Utilization of compacted coal tailings as a structural fill. Indraratna, B., Gasson, I., and Chowdhury, R.N., 614 Analysis of foundation deformations beneath the Syncrude tailings dyke. Alencar, J., Morgenstern, N.R., and Chan, D.H., 868 Environmental Problems and Nature Conservation Matrix suction and diffusive transport in centrifuge models. Mitchell, R.J., 357 Evaluation of sulphide oxidation rates: a laboratory study comparing oxygen fluxes and rates of oxidation product zelease. Elberling, B., Nicholson, R.V., Reardon, E.J., and Tibble, P., 375 Centrifugal modelling of nonsorbing, nonequilibrium solute transport in a locally inhomogeneous soil. Li, L., Barry, D.A., and Stone, K.J.L., 471 SUBJECT INDEX /INDEX DES MATIERES Subaqueous capping of very soft contaminated sediments. Zeman, A.J., 570 Centrifuge techniques for testing clay liner samples. Mitchell, R.J., 577 On uncertainty evaluation of contaminant migration through clayey barriers. Honjo, Y., and Thavaraj, T., 637 Accelerated physical modelling of radioactive waste migration in soil. Zimmie, T.F., Mahmud, M.B., and De, A., 683 The hydrogeological and contaminant-transport properties of fractured Champlain Sea clay in Eastern Ontario. Part 1. Hydrogeological properties. O'Shaughnessy, V., and Garga, V.K., 885 The hydrogeological and contaminant-transport properties of fractured Champlain Sea clay in Eastern Ontario. Part 2. Contaminant transport. Garga, V.K., and O'Shaughnessy, V., 902