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Magazine Name : Canadian Geotechnical Journal

Year : 2013 Volume number : 50 Issue: 01

Effect Of Grain Size On Service Life Of Msw Landfill Drainage Systems (Article)
Subject: Grain Size , Drainage Path , Numerical Modelling , Clogging
Author: Yan Yu      R. Kerry Rowe     
page:      01 - 14
Modelling The Embedment Process During Offshore Pipe-Laying On Fine-Grained Soils (Article)
Subject: Centrifuge Modelling , Clays , Plasticity , Offshore Engineering
Author: Z. J. Westgate      D. J. White      M. F Randolph     
page:      15 - 27
Hydromechanical Behaviour Of A Silty And Sand From A Steep Slope Triggered By Artificial Rainfall: From Unsaturated To Saturated Conditions (Article)
Subject: Unsaturated Soil , Shallow Landslide , Water Retention Curve , Instability
Author: Francesca Casini      Victor Serri     
page:      28 - 40
Displacement-Based Design Procedure For Slope-Stabilizing Piles (Article)
Subject: Displacement-Based Design , Stabilizing Piles , Horizontally Loaded Piles , Simplified Numerical Modeling
Author: A. Galli      C. Di Prisco     
page:      41 - 53
Influence Of Infiltration On The Periodic Re-Activation Of Slow Movements In An Overconsolidated Clay Slope (Article)
Subject: Slow Slope Movements , Overconsolidated Calay , Pore Pressure Monitoring , Rainfall
Author: Paolo Tommasi      Daniela Boldini     
page:      54 - 67
Significance Of Geotechnical Loads On Local Buckling Response Of Buried Pipelines With Respect To Conventional Practice (Article)
Subject: Buried Pipelines , Soil Confinement , Local Buckling , Continuum Finite Element Model
Author: Hiva Mahdavi      Shawn Kenny     
page:      68 - 80
Cementation Of Sand Soil By Microbially Induced Calcite Precipitation At Various Degrees Of Saturation (Article)
Subject: Soil Stabilization , Cementation , Microorganisms , Calcium Carbonate
Author: Liang Cheng      Ralf Cord-Ruwisch     
page:      81 - 90
Tunnel Behaviour Associated With The Weak Alpine Rock Masses Of The Criskos Twin Tunnel System, Egnatia Odos Highway (Article)
Subject: Weak Rock Masses , Tunnel Convergence , Linear Displacement Profile (Ldp) , Two-And Three-Dimensional Numerical Modelling Techniques For Tunnelling
Author: N. Vlachopoulos      M.S. Diederiches     
page:      91 - 120