International Journal of Geomechanics

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 2021-06-01 to 2025-06-01.)
ArticleCitations
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement81
Theoretical Analysis of Postconstruction Load-Carrying Capacity of a Cast-in-Place Pile Installed inK0-Consolidated Anisotropic Clayey Soil76
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation76
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation74
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement58
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure56
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls54
Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading52
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties48
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method48
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model48
Novel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies45
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach41
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights40
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope39
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes38
Influence of Sample Reconstitution on Advanced Model Calibration38
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics38
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping35
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks34
The Effect of Foundation Shape on Subgrade Reaction Coefficient33
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil32
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary32
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method32
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation31
Model Test on Backward Erosion Piping under a K0 Stress State30
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration30
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel29
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils29
0.22629189491272