Canadian Geotechnical Journal

Numerical modeling of rising-head permeability tests in monitoring wells after lowering the water level down to the screen
pp. 705-715(11)
Author: Chapuis, Robert P.

Foundation design for the Emirates Twin Towers, Dubai
pp. 716-730(15)
Authors: Poulos, Harry G.; Davids, Andrew J.

Influence de sollicitations hydriques et mécaniques complexes sur le comportement d'un sol gonflant compacté
pp. 731-741(11)
Authors: Cuisinier, Olivier; Masrouri, Farimah

Computer simulation of the dynamic layered soil–pile–structure interaction system
pp. 742-751(10)
Authors: Lu, Xilin; Li, Peizhen; Chen, Bo; Chen, Yueqing

Response of a landfill drainage pipe buried in a trench
pp. 752-762(11)
Authors: Brachman, R W.; Krushelnitzky, R P.

A novel approach to estimating the bearing capacity stability of geosynthetic reinforced retaining walls constructed on yielding foundations
pp. 763-779(17)
Authors: Skinner, Graeme D.; Rowe, R K.

Electroosmotic introduction of methacrylate polycations to dehydrate clayey soil
pp. 780-786(7)
Authors: Pączkowska, Bożena

Undrained shear behaviour of sands subjected to large shear displacement and estimation of excess pore-pressure generation from drained ring shear tests
pp. 787-803(17)
Authors: Okada, Yasuhiko; Sassa, Kyoji; Fukuoka, Hiroshi

Physical clogging of soil filters under constant flow rate versus constant head
pp. 804-811(8)
Authors: Reddi, Lakshmi N.; Xiao, Ming; Hajra, Malay G.; Lee, In M.

Constitutive modeling of gassy sand behaviour
pp. 812-829(18)
Authors: Grozic, J L.; Imam, S M.R.; Robertson, P K.; Morgenstern, N R.

A critical-state constitutive model for liquefiable sand
pp. 830-855(26)
Authors: Imam, SM R.; Robertson, Peter K.; Chan, David H.; Morgenstern, Norbert R.

Regression model for evaluating liquefaction potential by discriminant analysis of the SPT N value
pp. 856-875(20)
Authors: Lai, Sheng-Yao; Lin, Ping-Sien; Hsieh, Ming-Jyh; Jim, Hoi-Fung

Performance of cement-stabilized retaining walls
pp. 876-891(16)
Author: Ismail, M A.

Initiation of static liquefaction and the role of K₀ consolidation
pp. 892-906(15)
Authors: Fourie, A B.; Tshabalala, L

Quick clay from the Mink Creek landslide near Terrace, British Columbia: Geotechnical properties, mineralogy, and geochemistry
pp. 907-918(12)
Authors: Geertsema, Marten; Torrance, J K.

Behaviour of debris flows located in a mountainous torrent on the Ohya landslide, Japan
pp. 919-931(13)
Authors: Imaizumi, Fumitoshi; Tsuchiya, Satoshi; Ohsaka, Okihiro

Polychlorinated biphenyl (PCB) recovery under a building with an in situ technology using micellar solutions
pp. 932-948(17)
Authors: Martel, Richard; Foy, Stéfan; Saumure, Laurent; Roy, Annie; Lefebvre, René; Therrien, René; Gabriel, Uta; Gélinas, Pierre J.

Solution charts for the consolidation of double soil layers
pp. 949-956(8)
Authors: Zhu, Guofu; Yin, Jian-Hua

Importance of time step discretisation for nonlinear dynamic finite element analysis
pp. 957-963(7)
Authors: Haigh, S K.; Ghosh, B; Madabhushi, S P.

Determination of ground reaction curve for hyperbolic soil model using the hodograph method
pp. 964-968(5)
Authors: Mitaim, Sanchai; Detournay, Emmanuel

Discussion of "Viscous behaviour of St-Roch-de-l'Achigan clay, Quebec"
pp. 969-970(2)
Author: Mesri, Gholamreza

Reply to the discussion by Mesri on "Viscous behaviour of St-Roch-de-l'Achigan clay, Quebec"
pp. 971-971(1)
Authors: Marques, Maria E.S.; Leroueil, Serge; de Almeida, Márcio d.e.S.o.u.z.a.

Discussion of "An oedometer test study on the preconsolidation stress of glaciomarine clays"
pp. 972-974(3)
Author: Clementino, Renato V.

Reply to the discussion by Clementino on "An oedometer test study on the preconsolidation stress of glaciomarine clays"
pp. 975-976(2)
Authors: Grozic, J L.; Lunne, T; Pande, S