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 2022-08-01 to 2026-08-01.)

Article	Citations
Successive boulder impacts on the soil-embedded baffle: an experimental study	68
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	51
Comparative analysis of silt, kaolinite, and montmorillonite particle effects on bio-cementation in sandy soils	47
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	44
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	43
A bounding surface constitutive model for simulating repeated freeze–thaw cycles of saturated soil	42
Estimation on bearing characteristics of a large-diameter and extra-long energy pile under various actions of mechanical and thermal loads	41
A fully coupled hydro-mechanical-chemo model for saturated clayey soils with pore-chemistry-induced and time-dependent deformation	39
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	39
Investigation of hydro-mechanical coupling characteristics of stress-induced anisotropic unsaturated clay	35
Effects of model dimensionality (2D vs. 3D) on simulated groundwater flow conditions in post-glacial marine clay deposits in the context of slope stability analysis	35
Lagged backward-compatible physics-informed neural networks for unsaturated soil consolidation analysis	35
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	33
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	32
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	32
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	31
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	30
Electro-osmotic-assisted consolidating of undisturbed soft sensitive clay	29
Estimating compression behavior of reconstituted clays with different initial water contents using two model parameters	29
A Theoretical Framework for Predicting Soil Setup in Laterally Loaded Piles in Clay	29
Centrifuge modelling of shared ring anchors in sand subjected to cyclic loading	29
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	27
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	27
Prediction of uniaxial compressive strength from drilling parameters using metaheuristic-optimized ensemble regression models	27
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	27

Probabilistic modeling of landslide dam breach based on Bayesian inference	27
Experimental study on failure mechanism of clay seabed induced by gas migration	26
Application of optimized support system-based large deformation control technology in plate suture zone tunnels: a case study of the China–Laos railway	26
Water vapor sorption isotherms of salt-affected soils	26
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains	26
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	26
Anchor conditions for estimated unsaturated shear strength functions	26
Development and performance of an adaptive adfreeze pile	26