Canadian Geotechnical Journal, December 2024 Table of Contents
The December 2024 issue of the Canadian Geotechnical Journal, Volume 61, No. 12 is available online to all CGS members. To access the current and past journals, log into your MyCGS account on the CGS website then select Geotechnical Publications. Non-CGS members can view the CGJ abstracts and citations for this issue at: https://cdnsciencepub.com/toc/cgj/current.
Articles in this issue include:
- Numerical modelling of pile jacking in highly sensitive clays
- A thermo-mechanical model for saturated and unsaturated soil–structure interfaces
- A reliability-based assessment framework for drag anchors
- Probabilistic evaluation of earthquake-induced liquefaction using Bayesian network based on a side-by-side SPT–CPT database
- Shear resistance evolution of geogrid–aggregate interfaces under direct shear: insights from 3D DEM simulations
- Role of substrate roughness in soil desiccation cracking
- A physical model test for the stress and deformation analyses in underground caverns containing block during excavation
- Analytical solution to non-isothermal pore-pressure evolution in hydrating minefill
- Observed soil arching-induced ground deformation and stress redistribution behind braced excavation
- Direction-dependent failure envelopes of sand-structure interfaces with snakeskin-inspired surfaces
- Intrinsic compressibility of laterites and lateritic soils
- Evaluation of deformation for two-dimensional (2D) and three-dimensional (3D) braced excavation in clays with centrifuge modelling and numerical analysis
- Feasibility of using three solid wastes/byproducts to produce pumpable materials for land reclamation
- Modelling the impact of deep fractures on groundwater flow and slope stability in post-glacial marine clays (Quebec, Canada)
- Improved prediction of thin reservoirs in complex structural regions using post-stack seismic waveform inversion: a case study in the Junggar Basin
- Material-specific interpretation of the state parameter from drained cone penetration test