Revue canadienne de géotechnique, table des matières du numéro d’avril 2024
Le numéro paru en avril 2024 de la Revue canadienne de géotechnique (RCG), volume 61, no 4, 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’avril de la RCG à l’adresse https://cdnsciencepub.com/toc/cgj/current.
Les articles dans le numéro d’avril 2024 incluent :
- Elasto-plastic and post-yield weakening jointed rockmass response in a comparison of equivalent-continuum and explicit structural models
- Analysis of the geotechnical behavior of a piled raft in tropical lateritic soil based on long-term monitoring of columns, piles, and raft–soil interface
- Iron ore tailings stabilization with alternative alkali-activated cement for dry stacking: mechanical and microstructural insights
- Hierarchical Bayesian model for predicting small-strain stiffness of sand
- Longevity of multilayered textured HDPE geomembranes in low-level waste applications
- Soil–water retention behavior of a loess–paleosol sequence and its significance for hydrology and paleoclimate: a case study from the Luochuan profile of the Loess Plateau, China
- Undrained cyclic loading behavior of stiff Eocene-to-Jurassic plastic, high-OCR clays
- Stability of sandy soils against internal erosion under cyclic loading and quantitatively examination of the composition and origin of eroded particles
- Field study on installation effects of pre-bored grouted planted pile in deep clayey soil
- Discrete element analysis of geogrid–aggregate interface shear behavior under cyclic normal loading
- A semi-analytical solution for laterally loaded non-circular piles in elastic soil
- Rockfall motion using a Smart Rock sensor
- Effects of extreme drought–rainfall on slope failure mechanisms: centrifuge modelling
- Development of a reactive transport model for microbial induced calcium carbonate precipitation in unsaturated conditions