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 2022-05-01 to 2026-05-01.)

Article	Citations
Breakage Behavior of Geotextile-Encased Recycled Aggregate Columns in Soft Soil: A Numerical Investigation	119
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	62
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	56
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	56
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	56
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	51
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	50
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	47
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	45
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	44
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	44
Analysis and Prediction of the Behavior of Porous Media in the Caving Zone Based on Parametric Discrete-Element Modeling	43
Mechanical Responses and Temporal Multifractal Behaviors of Rock–Coal–Rock Composite Body under Uniaxial Compression Using an AE Monitoring Tool	42
Influence of Sample Reconstitution on Advanced Model Calibration	36
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	34
Assessment of Coupled Consolidation and Contaminant Transport on the Performance of Cationic Surfactant–Modified Bentonite-Loess Landfill Liners	34
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	33
Swarm-Based Extreme Gradient Boosting Models for Predicting the Undrained Stability Factor of Twin Circular Tunnels	33
Spherical Cavity Expansion–Based Method for Cone Factor Considering the Nonlinear Characteristics of Clay	32
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	31
Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	31
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	30
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	30
A New Saturation-Based Framework for Compaction Quality Control	30
Interactive Effects of Prior Distributions and Likelihood Function on Bayesian Model Updating of Slope Reliability	30

Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	30
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	30
Damage Evolution Analysis of Loess Slope under Dynamic Compaction Based on the Multielectrode Resistivity Method	29
A Macro–Microscopic Coupled Mixed Finite-Element Model for One-Dimensional Nonlinear Consolidation	29
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	29