Revue canadienne de géotechnique, table des matières du numéro de novembre 2024
Le numéro paru en novembre 2024 de la Revue canadienne de géotechnique (RCG), volume 61, no 11, 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 de novembre de la RCG à l’adresse https://cdnsciencepub.com/toc/cgj/current.
Les articles dans le numéro de novembre 2024 incluent :
- Shadowing effect of an existing tunnel on the evolution of soil arching: impact of tunnel shape
- Penetration characteristics of suction caisson for offshore wind power: a field study
- Theoretical framework for large-strain shear resistance of Kaolin clays under chemo-mechanical loadings
- Temporal and spatial thermal performance of a ground heat exchanger in response to bridge solar recharging and de-icing operations: a pilot full-scale study
- Displacement-based design of shield tunnel lining considering mobilized strength of undrained clay
- Investigation of granular flow run-out behavior under dilative and compressive Coriolis conditions using DEM simulation
- X-ray CT quantification of in situ fabric evolution and shearing behaviour of granular soils of different particle shapes
- A numerical investigation on the effect of rotation on the cone penetration test
- Mechanical response and energy evolution of interbedded shales subjected to multilevel constant/increasing-amplitude cyclic loading
- Monitoring moisture dynamics in multi-layer cover systems for mine tailings reclamation using autonomous and remote time-lapse electrical resistivity tomography
- Effect of microwave heating on rock damage and energy evolution
- Real-time fusion of multi-source monitoring data with geotechnical numerical model results using data-driven and physics-informed sparse dictionary learning
- A viscoplastic constitutive model for plastic silts and clays for static slope stability applications
- Temporal effective stress response of soil elements below the base of an excavation in sensitive clay