Canadian Geotechnical Journal, December 2016 Table of Contents
The December 2016 issue of the Canadian Geotechnical Journal, Volume 53, No. 12 (as are all past issues of the CGJ) is available online at no extra cost to all CGS members. To access the journal (current or past issues), just log into the member section of the CGS website at www.cgs.ca/login then select the Canadian Geotechnical Journal link from the left-hand navigation column.
Non-CGS members can view the CGJ abstracts and citations at http://www.nrcresearchpress.com/toc/cgj/53/12.
Articles in this issue include:
- Note of appreciation from the Editors Ian Moore and Daichao Sheng
- Physical and numerical modelling of a geogrid-reinforced incremental concrete panel retaining wall
- Pore-size distribution of a compacted silty soil after compaction, saturation, and loading
- Cone penetration test (CPT)-based soil behaviour type (SBT) classification system — an update
- Full-scale coupled torsion and lateral response of mast arm drilled shaft foundations
- Fatigue and damage properties of frozen silty sand samples subjected to cyclic triaxial loading
- Effects of oxidation on residual shear strength of shales within Lea Park Formation
- Consequences of sample disturbance when predicting long-term settlements in soft clay
- Prediction of spudcan penetration resistance profile in stiff-over-soft clays
- Case study of use of falling weight deflectometer to investigate railway infrastructure constructed upon soft subgrades
- Hydrological responses and stability analysis of shallow slopes with cohesionless soil subjected to continuous rainfall
- Development of a force–resultant model for spudcan footings on loose sand under combined loads
- Drag load on end-bearing piles in collapsible soil due to inundation
- Sands subjected to repetitive vertical loading under zero lateral strain: accumulation models, terminal densities, and settlement
- Experimental study of a naturally weathered stiff clay
- Numerical parametric study of tunneling-induced joint rotation angle in jointed pipelines
- Note: Single model establishing strength of dispersive clay treated with distinct binders
- Note: Biogrouting coarse materials using soil-lift treatment strategy
- Corrigendum: Capillary water retention curve and shear strength of unsaturated soils