Canadian Geotechnical Journal

Papers
(The H4-Index of Canadian Geotechnical Journal is 25. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-05-01 to 2025-05-01.)
ArticleCitations
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads143
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments75
Analytical stress–strain relation for soils60
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics54
Assessment of moisture content in sandy beach environments from multispectral satellite imagery52
Dual row retaining walls in dry sand: influence of wall stiffness on seismic response43
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions41
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes41
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry38
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model36
Revisiting interpretation of relative density from shallow depth CPTs in sand36
Runout analyses using 2014 Oso landslide33
Discussion of “Comparison of Canadian Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications regarding pile design subject to negative skin friction”32
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration32
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method31
Physical modelling of pile drilling in sand30
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure28
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation28
Performance of highway embankments in the Arctic constructed under winter conditions26
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column26
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow26
Spatiotemporal evolution of biomineralization in heterogeneous pore structure26
Application of Optimized Support System-Based Large Deformation Control Technology in Plate Suture Zone Tunnels: A Case Study of the China-Laos Railway25
Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve25
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains25
Anchor conditions for estimated unsaturated shear strength functions25
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