OOIR: Observatory of International Research

Papers

(The H4-Index of International Journal of Geomechanics is 29. 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 2022-06-01 to 2026-06-01.)

Article	Citations
Breakage Behavior of Geotextile-Encased Recycled Aggregate Columns in Soft Soil: A Numerical Investigation	125
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	63
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	57
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	56
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	54
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	50
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	48
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	47
Analysis and Prediction of the Behavior of Porous Media in the Caving Zone Based on Parametric Discrete-Element Modeling	45
Mechanical Responses and Temporal Multifractal Behaviors of Rock–Coal–Rock Composite Body under Uniaxial Compression Using an AE Monitoring Tool	44
Influence of Sample Reconstitution on Advanced Model Calibration	42
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	37
Assessment of Coupled Consolidation and Contaminant Transport on the Performance of Cationic Surfactant–Modified Bentonite-Loess Landfill Liners	35
Swarm-Based Extreme Gradient Boosting Models for Predicting the Undrained Stability Factor of Twin Circular Tunnels	35
Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	34
Spherical Cavity Expansion–Based Method for Cone Factor Considering the Nonlinear Characteristics of Clay	34
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	33
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	32
Evaluation of the Supporting Effectiveness of Negative Poisson’s Ratio Anchor Cables in Antidip Slope Excavation and Seismic Response	32
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	31
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	31
Damage Evolution Analysis of Loess Slope under Dynamic Compaction Based on the Multielectrode Resistivity Method	30
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	30
Interactive Effects of Prior Distributions and Likelihood Function on Bayesian Model Updating of Slope Reliability	30
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	30

A New Saturation-Based Framework for Compaction Quality Control	30
Twin-Shear Unified Strength Theory–Based Solution for Maximum Allowable Mud Pressure in Horizontal Directional Drilling	30
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	29
Analytical Method for Estimating the Bearing Capacity of Stone Column Groups	29