Canadian Geotechnical Journal. Revue Canadienne de Geotechnique 2000: Vol 37 Table of Contents

7 Pages·2000·2 MB·English

Canadian Revue
Geotechnical canadienne
Journal de geotechnologie
Contents Sommaire
Volume 37, 2000 Volume 37, 2000
February / février
ARTICLES
S.S. Tomlinson and Y.P. Vaid Seepage forces and confining pressure effects on piping erosion
Junhwan Lee and Rodrigo Salgado Analysis of calibration chamber plate load tests
Jun Yang, Tadanobu Sato, and Xiang-Song Li Nonlinear site effects on strong ground motion at a reclaimed island
Michel Massiéra et Jean-Pierre Tournier Stabilisation de la berge rive nord de |’aménagement hydroélectrique La Grande |
M. Hesham El Naggar and Jin Qi Wei Uplift behaviour of tapered piles established from model tests
Vinod K. Garga and Vince O’Shaughnessy _ Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and
retaining wall design
Vince O’Shaughnessy and Vinod K. Garga__Tire-reinforced earthfill. Part 2: Pull-out behaviour and reinforced slope design
Vince O’Shaughnessy and Vinod K. Garga __ Tire-reinforced earthfill. Part 3: Environmental assessment
B. Indraratna and I.W. Redana Numerical modeling of vertical drains with smear and well resistance installed in soft clay
H. Chen and C.F. Lee Numerical simulation of debris flows
D.M. McClung Extreme avalanche runout in space and time
Nirmala Gnanapragasam Active earth pressure in cohesive soils with an inclined ground surface
Lidija Zdravkovic and Richard J. Jardine Undrained anisotropy of Ky-consolidated silt
Alexandre Cabral, Isabelle Racine, Fabien Burnotte, and Guy Lefebvre Diffusion of oxygen through a pulp and
paper residue barrier
Vincent Silvestri Performance of shallow foundations on clay deposits in Montréal Island
K.M. Lee and V.R. Manjunath Soil—geotextile interface friction by direct shear tests
NOTES
Hongsheng Li, Haitian Yang, and Zengli Liu Experimental investigation of fracture toughness Kyc of frozen soil
Samuel T. Ariaratnam, Erez N. Allouche, and Kevin W. Biggar Testing of a new generation horizontal soil sampler
C. Cherubini Reliability evaluation of shallow foundation bearing capacity on c’, o’ soils
DISCUSSIONS
J.A. Howie and Y.P. Vaid Evaluating cyclic liquefaction potential using the cone penetration test: Discussion
P.K. Robertson and C.E. (Fear) Wride _ Evaluating cyclic liquefaction potential using the cone penetration test: Reply
S.J. Boone and A.J. Lutenegger Physical, chemical, and mineralogical properties of Mexico City sediments: a geotechnical
perspective: Discussion
J.A. Diaz-Rodriguez, R. Lozano-Santa Cruz, V.M. Davila-Alcocer, E. Vallejo, and P. Girén Physical, chemical, and
mineralogical properties of Mexico City sediments: a geotechnical perspective: Reply
BOOK REVIEWS / CRITIQUES DE LIVRES
Charles F. Ripley Karl Terzaghi The engineer as artist
Arvid Landva Problematic soils: Volume |
D.M. Cruden Landslides: Proceedings of the 9th International Conference and Field Trip on Landslides, Bristol,
United Kingdom, 5—16 September 1999
Can. Geotech. J. Vol. 37, 2000
Instructions to Authors
Recommendations aux auteurs
April / avril
ARTICLES
R.W.I. Brachman, I.D. Moore, and R.K. Rowe The design of a laboratory facility for evaluating the structural response
of small-diameter buried pipes
Loretta Y. Li and Raymond S. Li The role of clay minerals and the effect of H” ions on removal of heavy metal (Pb~*)
from contaminated soils
C. Saix, P. Devillers et M.S. El Youssoufi Eléments de couplage thermomécanique dans la consolidation de sols non saturés
Gerald P. Raymond = Track and support rehabilitation for a mine company railroad
Fernando Rodriguez-Roa Observed and calculated load—settlement relationship in a sandy gravel
Pierre Delage, Nabil Sultan, and Yu Jun Cui On the thermal consolidation of Boom clay
R. Kerry Rowe, Mark D. Armstrong, and D. Roy Cullimore Mass loading and the rate of clogging due to municipal
solid waste leachate
Peter J. Bennett, Frederick J. Longstaffe, and R. Kerry Rowe The stability of dolomite in landfill leachate-collection systems
Jiin-Song Tsai, Lee-Der Jou, and Hsii-Sheng Hsieh A full-scale stability experiment on a diaphragm wall trench
Dayakar Penumadu and John Dean Compressibility effect in evaluating the pore-size distribution of kaolin clay using
mercury intrusion porosimetry
P.V. Sivapullaiah, A. Sridharan, and V.K. Stalin Hydraulic conductivity of bentonite—sand mixtures
Asim Haldar, V.S.N. Prasad Yenumula, and T.R. Chari Full-scale field tests on directly embedded steel pole foundations
Chang-Yu Ou, Bor-Yuan Shiau, and I-Wen Wang Three-dimensional deformation behavior of the Taipei National Enterprise
Center (TNEC) excavation case history
Charles Harris and Antoni G. Lewkowicz An analysis of the stability of thawing slopes, Ellesmere Island, Nunavut, Canada
NOTES
A.-H. Soubra Static and seismic passive earth pressure coefficients on rigid retaining structures
Tom A. Al and David W. Blowes Identification of preferential flow effects on hydraulic conductivity measurements using a
fluorescent tracer
Da-Yong Zhu and Qihu Qian Determination of passive earth pressure coefficients by the method of triangular slices
DISCUSSIONS
Bachir N. Touileb A numerical solution of cavity expansion problem in sand based directly on experimental stress—strain curves:
Discussion
Branko Ladanyi and Adolfo Foriero A numerical solution of cavity expansion problem in sand based directly on experimental
stress-strain curves: Reply
ERRATUM
Robert K. Niven and Nasser Khalili Erratum: In situ multiphase fluidization (“upflow washing”) for the remediation of
hydrocarbon contaminated sands
June / juin
ARTICLES
P.K. Robertson, C.E. (Fear) Wride, B.R. List, U. Atukorala, K.W. Biggar, P.M. Byrne, R.G. Campanella, D.C. Cathro,
D.H. Chan, K. Czajewski, W.D.L. Finn, W.H. Gu, Y. Hammamji, B.A. Hofmann, J.A. Howie, J. Hughes, A.S. Imrie,
J.-M. Konrad, A. Kipper, T. Law, E.R.F. Lord, P.A. Monahan, N.R. Morgenstern, R. Phillips, R. Piché, H.D. Plewes,
D. Scott, D.C. Sego, J. Sobkowicz, R.A. Stewart, B.D. Watts, D.J. Woeller, T.L. Youd, and Z. Zavodni The Canadian
Liquefaction Experiment: an overview
C.E. (Fear) Wride, P.K. Robertson, K.W. Biggar, R.G. Campanella, B.A. Hofmann, J.M.O. Hughes, A. Kiipper, and
D.J. Woeller Interpretation of in situ test results from the CANLEX sites
Contents /S ommaire
C.E. (Fear) Wride, B.A. Hofmann, D.C. Sego, H.D. Plewes, J.-M. Konrad, K.W. Biggar, P.K. Robertson, and P.A. Monahan
Ground sampling program at the CANLEX test sites
P.M. Byrne, H. Puebla, D.H. Chan, A. Soroush, N.R. Morgenstern, D.C. Cathro, W.H. Gu, R. Phillips, P.K. Robertson,
B.A. Hofmann, C.E. (Fear) Wride, D.C. Sego, H.P. Plewes, B.R. List, and S. Tan CANLEX full-scale experiment
and modelling
P.K. Robertson, C.E. (Fear) Wride, B.R. List, U. Atukorala, K.W. Biggar, P.M. Byrne, R.G. Campanella, D.C. Cathro,
D.H. Chan, K. Czajewski, W.D.L. Finn, W.H. Gu, Y. Hammamji, B.A. Hofmann, J.A. Howie, J. Hughes, A.S. Imrie,
J.-M. Konrad, A. Kiipper, T. Law, E.R.F. Lord, P.A. Monahan, N.R. Morgenstern, R. Phillips, R. Piché, H.D. Plewes,
D. Scott, D.C. Sego, J. Sobkowicz, R.A. Stewart, B.D. Watts, D.J. Woeller, T.L. Youd, and Z. Zavodni The CANLEX
project: summary and conclusions
Y.P. Vaid and S. Sivathayalan Fundamental factors affecting liquefaction susceptibility
of sands
Yu Jun Cui, Nabil Sultan, and Pierre Delage A thermomechanical model for saturated clays
Trinh M. Thu and Delwyn G. Fredlund Modelling subsidence in the Hanoi City area, Vietnam
Shang-Yuh Lin, Ping Sien Lin, Hong-Su Luo, and C. Hsein Juang Shear modulus and damping ratio characteristics of
gravelly deposits
Mahmoud Mahmoud, David Woeller, and Peter K. Robertson Detection of shear zones in a natural clay slope using the
cone penetration test and continuous dynamic sampling
R. Kerry Rowe, Chris J. Caers, Glenn Reynolds, and Cliff Chan Design and construction of the barrier system for the Halton
Landfill
Jon K. Galsworthy and M. Hesham El Naggar Effect of foundation flexibility on the across-wind response of reinforced
concrete chimneys with free-standing liners
Jean-Marie Konrad and Marius Roy Flexible pavements in cold regions: a geotechnical perspective
NOTES
V.S. Hope and D.M. Hiller The prediction of groundborne vibration from percussive piling
A. Sridharan and H.B. Nagaraj Compressibility behaviour of remoulded, fine-grained soils and correlation with index properties
Paul Jouanna et Mokhtar Mabssout Modéle de comportement dynamique cyclique de sols en grandes déformations
DISCUSSIONS
Ashok K. Chugh An examination of simplified earthquake-induced displacement procedures for earth structures: Discussion
E.M. Rathje and J.D. Bray An examination of simplified earthquake-induced displacement procedures for earth structures:
Reply
BOOK REVIEWS / CRITIQUES DE LIVRES
B. Ladanyi Etude de la cryoclastie et de haloclastie par méthode dilatométrique
ERRATUM
Erratum: Canadian Geotechnical Journal, Volume 37, Issue |
August / aoat
ARTICLES
D.G. Buckland, J.Q. Shang, and E. Mohamedelhassan — Electrokinetic sedimentation of contaminated Welland River sediment
Celestino Rampino, Claudio Mancuso, and Filippo Vinale Experimental behaviour and modelling of an unsaturated compacted
soil
A. Burghignoli, A. Desideri, and S. Miliziano A laboratory study on the thermomechanical behaviour of clayey soils
Tien H. Wu and Mohamed A. Abdel-Latif Prediction and mapping of landslide hazard
F. Schnaid, J.A.R. Ortigao, F.M. Mantaras, R.P. Cunha, and I. MacGregor Analysis of self-boring pressuremeter (SBPM)
and Marchetti dilatometer (DMT) tests in granite saprolites
Ping He, Yuanlin Zhu, and Guodong Cheng Constitutive models of frozen soil
Murray D. Fredlund, D.G. Fredlund, and G. Ward Wilson An equation to represent grain-size distribution
Can. Geotech. J. Vol. 37, 2000
K.M. Lee and V.R. Manjunath Experimental and numerical studies of geosynthetic-reinforced sand slopes loaded with a footing 828
J.L.H. Grozic, P.K. Robertson, and N.R. Morgenstern Cyclic liquefaction of loose gassy sand 843
Jean-Marie Konrad and Martin Samson Hydraulic conductivity of kaolinite—silt mixtures subjected to closed-system
freezing and thaw consolidation
B.R. Phani Kumar and N. Ramachandra Rao Increasing pull-out capacity of granular pile anchors in expansive soils
using base geosynthetics
M. Boulbibane, I.F. Collins, D. Weichert, and L. Raad Shakedown analysis of anisotropic asphalt concrete pavements
with clay subgrade
NOTES
J.L. Pan, A.T.C. Goh, K.S. Wong, and C.I. Teh Model tests on single piles in soft clay
M. Hamami Proposition d’une loi « hybride » modélisant |’écrouissage du sel gemme
Olivier Thépot et Roger Frank Mesure du module en petites déformations d’un sol autour d’une conduite enterrée : présentation
d’un nouvel essai in situ
K.K. Hamouche, S. Leroueil, and M. Roy Tension tests on wedge-piles in sensitive clays
October / octobre
ARTICLES
M. Hesham El Naggar and Michael J.V. Baldinelli Interpretation of axial Statnamic load test using an automatic signal
matching technique
Abidin Kaya and Hsai-Yang Fang The effects of organic fluids on physicochemical parameters of fine-grained soils
Antonio G.F. de Sousa Coutinho Prediction of the horizontal load—dispfl acement curves of pile Lg roups based on the results
of single pile tests
Delwyn G. Fredlund The 1999 R.M. Hardy Lecture: The implementation of unsaturated soil mechanics into geotechnical
engineering 963
P. Villard, J.P. Gourc, and H. Giraud A geosynthetic reinforcement solution to prevent the formation of localized sinkholes 987
Mark Foster, Robin Fell, and Matt Spannagle The statistics of embankment dam failures and accidents 1000
Mark Foster, Robin Fell, and Matt Spannagle A method for assessing the relative likelihood of failure of embankment
dams by piping 1025
Susan M. Gourvenec and William Powrie Three-dimensional finite element analyses of embedded retaining walls supported
by discontinuous earth berms 1062
Barry M. Lehane and Brian Simpson Modelling glacial till under triaxial conditions using a BRICK soil model 1078
Peter Henri Morris and David John Williams A revision of Blight’s model of field vane testing 1089
Shad M. Sargand and Teruhisa Masada Performance of large-diameter honeycomb-design HDPE pipe under a highway
embankment 1099
M. Jakob, D. Anderson, T. Fuller, O. Hungr, and D. Ayotte An unusually large debris flow at Hummingbird Creek,
Mara Lake, British Columbia 1109
NOTES
Y.P. Vaid and A. Eliadorani Undrained and drained (?) stress—strain response 1126
N.O. Nawari and R. Liang Fuzzy-based approach for determination of characteristic values of measured geotechnical parameters 1131
Deh-Jeng Jang and J. David Frost Use of image analysis to study the microstructure of a failed sand specimen 1141
Devendra N. Singh and Ashok K. Gupta Modelling hydraulic conductivity in a small centrifuge 1150
December / décembre
ARTICLES
A.O. Landva, A.J. Valsangkar, and S.G. Pelkey Lateral earth pressure at rest and compressibility of municipal solid waste
M. Hesham El Naggar and Kevin J. Bentley Dynamic analysis for laterally loaded piles and dynamic p—y curves
Contents /S ommaire
Y. Watabe, S. Leroueil, and J.-P. Le Bihan Influence of compaction conditions on pore-size distribution and saturated hydraulic
conductivity of a glacial till 1184
C. Hsein Juang, Caroline J. Chen, Tao Jiang, and Ronald D. Andrus Risk-based liquefaction potential evaluation using
standard penetration tests 1195
D.T. Bergado, C. Teerawattanasuk, S. Youwai, and P. Voottipruex Finite element modeling of hexagonal wire reinforced
embankment on soft clay 1209
B.G.H.M. Wichman, G.C. Sills, and R. Gonzalez ExpIe rimental validation of a finite strain theory) for .g assy ) mud 1227
R. Meriggi, P. Paronuzzi, and L. Simeoni Engineering geology characterization of lacustrine overconsolidated clays in
an alpine area of Italy
Charles W.W. Ng and Y.W. Pang Experimental investigations of the soil-water characteristics of a volcanic soil
J.S. Sharma and D. Xiao Characterization of a smear zone around vertical drains by large-scale laboratory tests
Jun-Gao Zhu and Jian-Hua Yin Strain-rate-dependent stress—strain behavior of overconsolidated Hong Kong marine clay
Caizhao Zhan and Jian-Hua Yin Field static load tests on drilled shaft founded on or socketed into rock
M. Hesham El Naggar and Mohammed Sakr — Evaluation of axial performance of tapered piles from centrifuge tests
S. Benmebarek et R. Kastner Modélisation numérique des mouvements de terrain meuble induits par un tunnelier
NOTES
J.L.H. Grozic, M.E. Lefebvre, P.K. Robertson, and N.R. Morgenstern Using time domain reflectometry in triaxial testing
Li Li, Michel Gamache, and Michel Aubertin Parameter determination for nonlinear stress criteria using a simple regression
tool
J. Blewett, I.J. Blewett, and P.K. Woodward Phase and amplitude responses associated with the measurement of shear-wave
velocity in sand by bender elements
P.V. Sivapullaiah, A. Sridharan, and H.N. Ramesh Strength behaviour of lime-treated soils in the presence of sulphate
Kevin J. Bentley and M. Hesham El Naggar Numerical analysis of kinematic response of single piles
D.S. Jeng and M.S. Rahman _ Effective stresses in a porous seabed of finite thickness: inertia effects
DISCUSSIONS
G. Mesri and D.O.K. Lo Properties and behaviour of Hong Kong marine deposits with different clay contents: Discussion
Jian-Hua Yin Properties and behaviour of Hong Kong marine deposits with different clay contents: Reply
Paul W. Mayne and Susan E. Burns’ An approach to evaluation of field CPTU dissipation data in overconsolidated fine-grained
soils: Discussion
John P. Sully, Peter K. Robertson, Richard G. Campanella, and David J. Woeller An approach to evaluation of field CPT
dissipation data in overconsolidated fine-grained soils: Reply
BOOK REVIEW / CRITIQUE DE LIVRE
Michael L.J. Maher Unbound granular materials: laboratory testing, in situ testing, and modelling
Note of appreciation / Note de reconnaissance
List of reviewers / Liste de réviseurs
Author index for Volume 37 / Index des auteurs pour le volume 37
Contents index for Volume 37 / Sommaire pour le volume 37