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 2022-01-01 to 2026-01-01.)

Article	Citations
Investigation of hydro-mechanical coupling characteristics of stress-induced anisotropic unsaturated clay	117
Analytical stress–strain relation for soils	93
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	60
Electro-osmotic-assisted consolidating of undisturbed soft sensitive clay	49
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	47
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	43
Revisiting interpretation of relative density from shallow depth CPTs in sand	38
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	38
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	36
A bounding surface constitutive model for simulating repeated freeze-thaw cycles of saturated soil	36
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	36
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	35
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	34
Comparative analysis of silt, kaolinite, and montmorillonite particle effects on bio-cementation in sandy soils	33
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	33
Estimating compression behavior of reconstituted clays with different initial water contents using two model parameters	32
Runout analyses using 2014 Oso landslide	31
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	31
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	30
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	30
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	30
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	29
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	29
Water vapor sorption isotherms of salt-affected soils	28
Successive boulder impacts on the soil-embedded baffle: an experimental study	28

Application of optimized support system-based large deformation control technology in plate suture zone tunnels: a case study of the China–Laos railway	28
Development and performance of an adaptive adfreeze pile	27