Revue canadienne de géotechnique, table des matières du numéro de juin 2022
Le numéro de juin 2022 de la Revue canadienne de géotechnique (RCG), volume 59, no 6, 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 juin de la RCG à l’adresse https://cdnsciencepub.com/toc/cgj/current.
Les articles dans le numéro de juin 2022 incluent :
- The effect of tamping conditions on undrained shear strengths of a non-plastic sandy silt tailings
- Mode-based characterisation of swell deformations in a high-plasticity Paleogene clay
- Revisiting interpretation of relative density from shallow depth CPTs in sand
- Evaluation of horizontal submarine slide impact force on pipeline via a modified hybrid geotechnical – fluid dynamics framework
- Hydromechanical behaviour of two unsaturated silts: laboratory data and model predictions
- Influences of initial anisotropy and principal stress rotation on the undrained monotonic behavior of a loose silica sand
- Life-cycle sustainability assessment of geotechnical site investigation
- Small-strain shear modulus of calcareous sand under anisotropic consolidation
- Interaction between cement clinker constituents and clay minerals and their influence on the strength of cement-based stabilized soft clay
- New insights into soil arching behaviour in column-supported embankments
- Responses of frozen, fine-grained soils due to multiple packets of cyclic stress with variable amplitude and an empirical prediction model
- Critical insights in laboratory shear wave velocity correlations of clays
- Meaning, measurement, and field application of fully softened shear strength of stiff clays and clay shales
- A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content
- District-scale numerical analysis of settlements related to groundwater lowering in variable soil conditions
- Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests
- The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier
- Influence of stress history on undrained cyclic shear strength evolution
- A critical state constitutive model for gassy clay
- A MPM framework for large-deformation seismic response analysis