Revue canadienne de géotechnique, table des matières du numéro d’octobre 2024
Le numéro paru en octobre 2024 de la Revue canadienne de géotechnique (RCG), volume 61, no 10, est offert en ligne à tous les membres de la SCG. Pour accéder aux numéros précédents et actuel de la Revue, ouvrez une session de votre compte MaSCG sur le site Web de la SCG, puis cliquez sur Publications géotechniques. Les non-membres de la SCG peuvent consulter les résumés et les citations du numéro d’octobre de la RCG à l’adresse https://cdnsciencepub.com/toc/cgj/current.
Les articles dans le numéro d’octobre 2024 incluent :
- 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