OOIR: Observatory of International Research

Papers

(The H4-Index of International Journal of Geomechanics is 27. 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 2021-08-01 to 2025-08-01.)

Article	Citations
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	85
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	84
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	65
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	56
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	53
Analytical Method for Estimating the Bearing Capacity of Stone Column Groups	51
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	50
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	50
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	47
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	44
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	43
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils	43
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	43
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	39
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	38
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	36
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	35
The Effect of Foundation Shape on Subgrade Reaction Coefficient	34
Influence of Sample Reconstitution on Advanced Model Calibration	33
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	32
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	30
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	30
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	29
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	29
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	28

Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	28
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	28
A New Saturation-Based Framework for Compaction Quality Control	27
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	27
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	27