Revue canadienne de géotechnique, table des matières du numéro de septembre 2024
Le numéro paru en septembre 2024 de la Revue canadienne de géotechnique (RCG), volume 61, no 9, 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 septembre de la RCG à l’adresse https://cdnsciencepub.com/toc/cgj/current.
Les articles dans le numéro de septembre 2024 incluent :
- Experimental approach for assessing dissipated excess pore pressure-induced settlement
- A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 2: Applications
- A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 1: Formulation
- Deformational response of a marine silty-clay with varying organic content in the triaxial compression space
- Face failure of EPB shield tunnels in dry dense sand: a model test and DEM study
- Study on strength damage model considering resistivity and failure characteristics of the frozen soil–rock mixture under different loading rates
- The role of physicochemical processes in aging of shaft friction of driven steel piles in sand
- Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil
- Experimental study on deformation and failure of a mining slope under the action of rainfall
- Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads
- An energy-saving loading strategy: cyclic vacuum preloading treatment of soft ground
- Fracture morphology of desiccation cracks in clayey soil
- Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias
- Research on energy-absorption active control method for large deformation of tunnel surrounding rock through multi-fault fracture zone
- Vertical seismic response of end-bearing piles in nearly saturated soil
- Effect of freeze–thaw cycles on the macrostructure and failure mechanisms of fiber-reinforced clay using industrial computed tomography
- Compaction, strength, and volume change characteristics of excavated clayey soil stabilized with composite admixture of cement and autoclaved aerated concrete powder