Canadian Geotechnical Journal, September 2024 Table of Contents
The September 2024 issue of the Canadian Geotechnical Journal, Volume 61, No. 9 is available online to all CGS members. To access the current and past journals, log into your MyCGS account on the CGS website then select Geotechnical Publications. Non-CGS members can view the CGJ abstracts and citations for this issue at: https://cdnsciencepub.com/toc/cgj/current.
Articles in this issue include:
- 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