Canadian Geotechnical Journal, October 2024 Table of Contents
The October 2024 issue of the Canadian Geotechnical Journal, Volume 61, No. 10 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:
- Suction and anisotropy effects on the stiffness characteristics of a compacted lateritic clay from small to large strains
- Estimation of the installation torque–capacity correlation of helical pile considering spatially variable clays
- Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics
- From macro-morphology to micro-mechanics: a deep dive into hydraulic fracturing of compacted bentonite
- A bounding-surface-based cyclic “p–y+M–θ” model for unified description of laterally loaded piles with different failure modes in clay
- A new mathematical model for the estimation of shear modulus for unsaturated compacted soils
- Degradation mechanisms of soil arching under a localized cyclic surface loading
- A new state-dependent constitutive model for cyclic thermo-mechanical behaviour of unsaturated vegetated soil
- Mix optimization for expansive soil stabilized with a novel waste material-based geopolymerization approach
- Understanding effects from overburden drilling of piles—a rational approach to reduce the impacts on the surroundings
- Effect of flyash addition to flocculation and freezing and thawing treatment on consolidation of oil sands fluid fine tailings
- An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils
- Influence of overconsolidation ratio on hydromechanical behaviour of unsaturated silty soil under various shearing rates
- Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer
- Shallow foundation behavior on an expansive soil slope subjected to different infiltration conditions
- Multifidelity-based Gaussian process for quasi-site-specific probabilistic prediction of soil properties
- Kinematic responses of lead-caulked joints for cast iron pipelines subjected to strike-slip faulting