OOIR: Observatory of International Research

Papers

(The H4-Index of Canadian Geotechnical Journal is 24. 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 2020-04-01 to 2024-04-01.)

Article	Citations
Strength and Permeability of Bentonite-Assisted Biocemented Coarse Sand	88
Undrained triaxial tests on water-saturated methane hydrate–bearing clayey-silty sediments of the South China Sea	77
Dynamic response of pile groups subjected to horizontal loads	64
Detailed amount of particle breakage in nonuniformly graded sands under one-dimensional compression	60
Investigation of particle breakage under one-dimensional compression of sand using X-ray microtomography	50
Laboratory study on subgrade fluidization under undrained cyclic triaxial loading	49
Cone penetration test (CPT)-based subsurface soil classification and zonation in two-dimensional vertical cross section using Bayesian compressive sampling	48
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation	48
Bayesian neural network-based uncertainty modelling: application to soil compressibility and undrained shear strength prediction	46
Nonparametric and data-driven interpolation of subsurface soil stratigraphy from limited data using multiple point statistics	44
Discrete element model (DEM) simulations of cone penetration test (CPT) measurements and soil classification	44
Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis	36
Impact force of granular flows on walls normal to the bottom: slow versus fast impact dynamics	34
Smart determination of borehole number and locations for stability analysis of multi-layered slopes using multiple point statistics and information entropy	29
Experimental study of one-dimensional compression creep in crushed dry coral sand	29
Quantifying progressive failure of micro-anchored fiber optic cable–sand interface via high-resolution distributed strain sensing	29
Quasi-site-specific prediction for deformation modulus of rock mass	28
The critical state line of nonplastic tailings	27
Tensile strength of sands treated with microbially induced carbonate precipitation	27
Systematic approach to assessing the applicability of fly-ash-based geopolymer for clay stabilization	27
An approach to high-density polyethylene (HDPE) geomembrane selection for challenging design requirements	26
Shallow and deep failure mechanisms during uplift and lateral dragging of buried pipes in sand	26
Influence of grass roots on shear strength of pyroclastic soils	25
Effects of inclusion of granulated rubber tires on the mechanical behaviour of a compressive sand	25
Effect of infill materials on vibration isolation efficacy of geocell-reinforced soil beds	24

Effects of electrokinetic phenomena on the load-bearing capacity of different steel and concrete piles: a small-scale experimental study	24
Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry	24
Effect of microbially induced cementation on the instability and critical state behaviours of Fraser River sand	24