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 2021-11-01 to 2025-11-01.)

Article	Citations
Successive boulder impacts on the soil-embedded baffle: an experimental study	96
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	88
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	66
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	59
Runout analyses using 2014 Oso landslide	47
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	45
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	42
Investigation of hydro-mechanical coupling characteristics of stress-induced anisotropic unsaturated clay	40
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	39
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	38
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	37
Analytical stress–strain relation for soils	35
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	34
Electro-osmotic-assisted consolidating of undisturbed soft sensitive clay	33
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	33
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	32
Revisiting interpretation of relative density from shallow depth CPTs in sand	32
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	31
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	31
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	31
Comparative Analysis of Silt, Kaolinite, and Montmorillonite Particle Effects on Bio-cementation in Sandy Soils	31
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	30
Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic	29
Water vapor sorption isotherms of salt-affected soils	29
Application of optimized support system-based large deformation control technology in plate suture zone tunnels: a case study of the China–Laos railway	29

Development and performance of an adaptive adfreeze pile	28
Anchor conditions for estimated unsaturated shear strength functions	28
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	27
Field observed GCL panel shrinkage for five GCLs in composite liners	27