OOIR: Observatory of International Research

Papers

(The H4-Index of Canadian Geotechnical Journal is 27. 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 2022-05-01 to 2026-05-01.)

Article	Citations
Electro-osmotic-assisted consolidating of undisturbed soft sensitive clay	67
Successive boulder impacts on the soil-embedded baffle: an experimental study	49
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	46
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	44
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	42
Comparative analysis of silt, kaolinite, and montmorillonite particle effects on bio-cementation in sandy soils	42
A bounding surface constitutive model for simulating repeated freeze–thaw cycles of saturated soil	40
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	40
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	40
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	40
Revisiting interpretation of relative density from shallow depth CPTs in sand	38
Estimation on bearing characteristics of a large-diameter and extra-long energy pile under various actions of mechanical and thermal loads	38
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	34
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	33
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	33
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	32
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	31
Investigation of hydro-mechanical coupling characteristics of stress-induced anisotropic unsaturated clay	30
A fully coupled hydro-mechanical-chemo model for saturated clayey soils with pore-chemistry-induced and time-dependent deformation	29
Lagged backward-compatible physics-informed neural networks for unsaturated soil consolidation analysis	29
Estimating compression behavior of reconstituted clays with different initial water contents using two model parameters	29
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	28
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	28
Application of optimized support system-based large deformation control technology in plate suture zone tunnels: a case study of the China–Laos railway	27
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	27

Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	27
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	27