Canadian Revue Geotechnical canadienne Journal de geotechnique Contents Sommaire Volume 33, 1996 Volume 33, 1996 February / Février R. Kerry Rowe and Preba Nadarajah Estimating leachate drawdown due to pumping wells in landfills Hideo Komine and Nobuhide Ogata Prediction for swelling characteristics of compacted bentonite Marcio S.S. Almeida, Fernando A.3. Danziger, and Tom Lunne Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay S.J. Wheeler Inclusion of specific water volume within an elasto-plastic model for unsaturated soil Resat Ulusay, Dincer Caglan, Fehmi Arikan, and M. Fatih Yoleri Characteristics of biplanar wedge spoil pile instabilities and methods to improve stability Huaren Dou and Peter M. Byrne Dynamic response of single piles and soil—pile interaction M.A. Gabr, J.J. Bowders, J. Wang, and J. Quaranta In situ soil flushing using prefabricated vertical drains R. Kerry Rowe and Brian L.J. Mylleville A geogrid reinforced embankment on peat over organic silt: a case history Z.Y. Lu and D.M. Cruden Two debris flow modes on Mount Cayley, British Columbia J.F. (Derick) Nixon and Kaye L. MacInnes Application of pipe temperature simulator for Norman Wells oil pipeline NOTES Pierre Delage, Martine Audiguier, Yu-Jun Cui, and Michael D. Howat Microstructure of a compacted silt Andrzej Niemunis and Stefan Krieg Viscous behaviour of soil under oedometric conditions Robert P. Chapuis, André Contant, and Karsten A. Baass_ Migration of fines in 0-20 mm crushed base during placement, compaction, and seepage under laboratory conditions Viodek R. Tarnawski and Bernhard Wagner On the prediction of hydraulic conductivity of frozen soils Tung-Wen Hsu _ Soil restraint against oblique motion of pipelines in sand J.A.R. Ortigao, R.P. Cunha, and L.S. Alves _ In situ tests in Brasilia porous clay DISCUSSIONS H. Chanson Selection and application of a one-dimensional non-Darcy flow equation for two-dimensional flow through rockfill embankments: Discussion David Hansen, Vinod K. Garga, and D. Ronald Townsend Selection and application of a one-dimensional non-Darcy flow equation for two-dimensional flow through rockfill embankments: Reply Ashok Chugh Limit equilibrium computation of dynamic passive earth pressure: Discussion Ernest E. Morrison, Jr., and Robert M. Ebeling Limit equilibrium computation of dynamic passive earth pressure: Reply Ashraf M. Ghaly Brazilian tensile strength test of lightly cemented sand: Discussion B.M. Das, S.C. Yen, and R.N. Dass __ Brazilian tensile strength test of lightly cemented sand: Reply John H. Schmertmann Strength development with burial in fine-grained sediments from the Saguenay Fjord, Quebec: Discussion D. Perret, J. Locat, and S. Leroueil Strength development with burial in fine-grained sediments from the Saguenay Fjord, Quebec: Reply ERRATUM R. Kerry Rowe, C.T. Gnanendran, A.O. Landva, and A.J. Valsangkar Erratum: Construction and performance of a full-scale geotextile reinforced test embankment, Sackville, New Brunswick C-1 C-2 Can. Geotech. J. Vol. 32 Instructions to Authors Recommandations aux auteurs NRC Research Press publication policy Presses scientifiques du CNRC, politique de publication April / Avril K.D. Eigenbrod and T. Issigonis Pore-water pressures in soft to firm clay during driving of piles into underlying dense sand 1.H. Wong, I.K. Ooi, and B.B. Broms Performance of raft foundations for high-rise buildings on the Bouldery Clay in Singapore N. Yasuda, N. Ohta, and A. Nakamura Dynamic deformation characteristics of undisturbed riverbed gravels P. Devillers, C. Saix et M.S. El Youssoufi Loi de comportement thermo-hydromécanique pour les sols non saturés : identification in situ des indices de compression thermique Jordi Corominas The angle of reach as a mobility index for small and large landslides S.Y. Oloo and D.G. Fredlund A method for determination of ¢” for statically compacted soils Y.P. Vaid and S. Sivathayalan Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests Hans H. Vaziri Numerical study of parameters influencing the response of flexible retaining walls I.j. Ferguson, W.J. Taylor, and K. Schmigel Electromagnetic mapping of saline contamination at an active brine pit R. Kerry Rowe, C.T. Gnanendran, A.O. Landva, and A.J. Valsangkar Calculated and observed behaviour of a reinforced embankment over soft compressible soil NOTES Michel Bellanger, Jean-Michel Remy et Francoise Homand Influence des propriétés du milieu poreux sur la durabilité au gel des roches calcaires Bassam Saleh, Abdallah I. Husein Malkawi, and Pierre A. Blum In situ determination of a rock mass modulus using a high resolution tiltmeter Richard Fortier, Michel Allard, and Fernando Sheriff Field estimation of water—ice phase composition of permafrost samples using a calorimetric method C. Derek Martin, Neil A. Chandler, and Rodney S. Read _ The role of convergence measurements in characterizing a rock mass DISCUSSIONS S.J. Boone Factors affecting at-rest lateral stress in artificially cemented sands: Discussion Fanyu Zhu, Jack I. Clark, and Michael J. Paulin Factors affecting at-rest lateral stress in artificially cemented sands: Reply R.G. Robinson and M.M. Allam Quasi-overconsolidation and creep phenomena in shallow marine and estuarine organo- calcareous silts, Fiji: Discussion Michel Aubertin Triaxial stress relaxation tests on Saskatchewan potash: Discussion BOOK REVIEW / CRITIQUE DE LIVRE C. Derek Martin Brittle failure of rock materials: test results and constitutive models June / Juin S.K. Vanapalli, D.G. Fredlund, D.E. Pufahl, and A.W. Clifton Model for the prediction of shear strength with respect to soil suction B. Rajani, C. Zhan, and S. Kuraoka Pipe-soil interaction analysis of jointed water mains Patrick J. Fox and Tuncer B. Edil Effects of stress and temperature on secondary compression of peat K. Badv and R. Kerry Rowe Contaminant transport through a soil liner underlain by an unsaturated stone collection layer Mark S. Diederichs and Peter K. Kaiser Rock instability and risk analyses in open stope mine design Contents / Sommaire D.G. Fredlund, Anging Xing, M.D. Fredlund, and S.L. Barbour The relationship of the unsaturated soil shear strength to the soil-water characteristic curve John E. Sims, Derek Elsworth, and John A. Cherry Stress-dependent flow through fractured clay till: a laboratory study Kevin P. Parks and Laurence R. Bentley Derivative-assisted evaluation of well yields in a heterogeneous aquifer NOTES Michel Aubertin, Bruno Bussiére, and Robert P. Chapuis Hydraulic conductivity of homogenized tailings from hard rock mines R.P. Cunha Lantern effects on pressuremeter shear modulus in sand B.S.Y. Chen and P.W. Mayne Statistical relationships between piezocone measurements and stress history of clays Robert G. Horvath and Dieter Stolle Frustum confining vessel for testing model piles R. Sri Ranjan and T. Karthigesu§ A capillary flow meter for measuring the hydraulic conductivity of clay under low gradients M.O. Al-Hunaidi, P.A. Chen, J.H. Rainer, and M. Tremblay Shear moduli and damping in frozen and unfrozen clay by resonant column tests M. Fam and J.C. Santamarina Coupled diffusion—fabric-flow phenomena: an effective stress analysis DISCUSSIONS J.-M. Konrad Effect of aging on the penetration resistance of sands: Discussion R.C. Joshi, Gopal Achari, Shenbaga R. Kaniraj, and H. Wijeweera Effect of aging on the penetration resistance of sands: Reply C. Sagaseta and A.J. Whittle Effect of pile driving on adjacent piles in clay: Discussion H.G. Poulos Effect of pile driving on adjacent piles in clay: Reply August /Aoat K.D. Eigenbrod Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-grained soils R.E. Gerber and K.W.F. Howard Evidence for recent groundwater flow through Late Wisconsinan till near Toronto, Ontario P.C. Kotzias and A.C. Stamatopoulos Field quality control of an earth dam: random versus purposive sampling J.A.R. Ortigao, R. Kochen, M.M. Farias, and A.P. Assis Tunnelling in Brasilia porous clay S.R. Neubecker and M.F. Randolph The static equilibrium of drag anchors in sand S.R. Neubecker and M.F. Randolph The kinematic behaviour of drag anchors in sand Julian K-M. Gan and D.G. Fredlund Shear strength characteristics of two saprolitic soils Ron C.K. Wong Behaviour of water-jet mined caverns in oil sand and shale T.T. Lim, H. Rahardjo, M.F. Chang, and D.G. Fredlund Effect of rainfall on matric suctions in a residual soil slope B. Rajani and C. Zhan On the estimation of frost loads Nagula N. Suthaker and J. Don Scott Measurement of hydraulic conductivity in oil sand tailings slurries Jacques Locat, Héléne Tremblay, and Serge Leroueil Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime NOTES H.G. Poulos and L.T. Chen Pile response due to unsupported excavation-induced lateral soil movement Robert E. Tester and Paul N. Gaskin Effect of fines content on frost heave DISCUSSION L.J. West and D.I. Stewart Fundamental formulation of electrokinetic extraction of contaminants from soil: Discussion Albert T. Yeung and Subbaraju Datla Fundamental formulation of electrokinetic extraction of contaminants from soil: Reply C-4 Can. Geotech. J. Vol. 32 October / Octobre R.P. McAffee and D.M. Cruden Landslides at Rock Glacier Site, Highwood Pass, Alberta A. Porbaha and D.J. Goodings Centrifuge modeling of geotextile-reinforced steep clay slopes Brigitte E.J. Boldt-Leppin, Moir D. Haug, and John V. Headley Use of organophilic clay in sand—bentonite as a barrier to diesel fuel Adrian F. Park and Bruce E. Broster Influence of glacitectonic fractures on wall failure in open excavations: Heath Steele Mines, New Brunswick, Canada I.H. Wong, T.Y. Poh, and H.L. Chuah Analysis of case histories from construction of the Central Expressway in Singapore P. Dykeman and A.J. Valsangkar Model studies of socketed caissons in soft rock Robert P. Chapuis and Gaston Pouliot Determination of bentonite content in soil—bentonite liners by X-ray diffraction J.C. Santamarina and G. Cascante Stress anisotropy and wave propagation: a micromechanical view Horace K. Moo-Young, Jr., and Thomas F. Zimmie Effects of freezing and thawing on the hydraulic conductivity of paper mill sludges used as landfill covers NOTES Serge Leroueil and Jean-Pierre Le Bihan Liquid limits and fall cones Jiin-Song Tsai and Jia-Chyi Chang Three-dimensional stability analysis for slurry-filled trench wall in cohesionless soil P.V. Sivapullaiah, A. Sridharan, and V.K. Stalin Swelling behaviour of soil—bentonite mixtures A.B. Schriver and A.J. Valsangkar Anchor rod forces and maximum bending moments in sheet pile walls using the factored strength approach A. Sayao and Y.P. Vaid Effect of intermediate principal stress on the deformation response of sand Ross W. Boulanger and Stephen P. Truman Void redistribution in sand under post-earthquake loading Elmer L. Matyas and Leo Rothenburg _ Estimation of total setthkement of embankments by field measurements DISCUSSIONS Robert A. Douglas Analysis of membrane action in reinforced unpaved roads: Discussion H.J. Burd Analysis of membrane action in reinforced unpaved roads: Reply Debasis Roy, R.G. (Dick) Campanella, John Hughes, and Michael P. Davies Estimating the undrained strength of sand: a theoretical framework: Discussion Catherine E. Fear and Peter K. Robertson Estimating the undrained strength of sand: a theoretical framework: Reply K. Prakash A new two point method of obtaining C, from a consolidation test: Discussion BOOK REVIEW / CRITIQUE DE LIVRE Tom Lunne and Suzanne Lacasse_ The pressuremeter and its new avenues December /Décembre Erman Evgin and Kazem Fakharian Effect of stress paths on the behaviour of sand-steel interfaces Carl B. Crawford and K. Ian Morrison Case histories illustrate the importance of secondary-type consolidation settlements in the Fraser River delta William F. Van Impe and Abdelmalek Bouazza Densification of domestic waste fills by dynamic compaction C.F. Leung, F.H. Lee, and N.S. Yet The role of particle breakage in pile creep in sand E.M. Palmeira, R.J. Fannin, and Y.P. Vaid A study on the behaviour of soil—geotextile systems in filtration tests M.A. Knight and R.J. Mitchell Modelling of light nonaqueous phase liquid (LNAPL) releases into unsaturated sand G.C. McRostie, L. Morissette, and M.W. St-Louis Bottom-heave control of a deep sensitive clay excavation in Ottawa, Canada Z. Cai and R.J. Bathurst Seismic-induced permanent displacement of geosynthetic-reinforced segmental retaining walls Dennis E. Becker Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part I. An overview of the foundation design process Dennis E. Becker Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part II. Development for the National Building Code of Canada Contents / Sommaire NOTES M.L. Talesnick Reliability of thin-walled cylinder tests for elastic properties of anisotropic rocks C.F. Gravelle, M.A. Knight, and R.J. Mitchell Measurement of two-fluid saturations in a fine to medium sand Y.P. Vaid and S. Sivathayalan — Errors in estimates of void ratio of laboratory sand specimens Yenumula V.S.N. Prasad and T.R. Chari Rigid pile with a baseplate under large moments: laboratory model evaluations DISCUSSION David Hansen The angle of reach as a mobility index for small and large landslides: Discussion Jordi Corominas The angle of reach as a mobility index for small and large landslides: Reply Note of appreciation / Note de reconnaissance Author index for Volume 33 / Index des auteurs pour le volume 33 Contents for Volume 33 / Sommaire pour le volume 33