OOIR: Observatory of International Research

Papers

(The H4-Index of Canadian Geotechnical Journal is 26. 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 2021-08-01 to 2025-08-01.)

Article	Citations
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	80
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	73
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	63
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	57
Runout analyses using 2014 Oso landslide	44
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	43
Revisiting interpretation of relative density from shallow depth CPTs in sand	42
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	39
Analytical stress–strain relation for soils	37
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	36
Physical modelling of pile drilling in sand	35
Dual row retaining walls in dry sand: influence of wall stiffness on seismic response	35
Electro-osmotic assisted Consolidating of Undisturbed Soft Sensitive Clay	34
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	33
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	32
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	31
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	30
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	30
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	29
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	29
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	28
Successive boulder impacts on the soil-embedded baffle: an experimental study	28
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	28
Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach	27
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	26

Physical observations of the transient evolution of the porosity distribution during internal erosion using spatial time domain reflectometry	26
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	26
A critical state constitutive model for gassy clay	26
Field observed GCL panel shrinkage for five GCLs in composite liners	26
Bayesian estimation of soil-water characteristic curves	26