OOIR: Observatory of International Research

Papers

(The H4-Index of International Journal of Geomechanics is 28. 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 2021-11-01 to 2025-11-01.)

Article	Citations
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	97
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	92
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	66
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	57
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	53
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	53
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	53
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	48
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	47
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	46
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	45
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	42
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	39
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	39
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	35
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	34
Model Test on Backward Erosion Piping under a K0 Stress State	34
Interactive Effects of Prior Distributions and Likelihood Function on Bayesian Model Updating of Slope Reliability	31
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	31
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	31
A New Saturation-Based Framework for Compaction Quality Control	30
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	30
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	30
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	30
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	29

Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	29
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	28
Approximation of the Time Rate of Consolidation for Hydraulically Placed Fine Coal Refuse Using a Variable Coefficient of Consolidation Method	28
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	28
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	28