International Journal of Geomechanics

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 2021-01-01 to 2025-01-01.)
ArticleCitations
Accurate Prediction and Modeling of Overbreak Phenomenon in Tunnel Excavation Using Rock Engineering System Method71
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes66
Active Earth Pressure Calculation of Equilateral Convex Corners in Excavation Engineering66
Stability Design Charts and Equations for Rectangular Tunnels Using Terzaghi's Modified Stability Factors and Machine Learning58
Experimental and Model Study on the Time-Dependent Permeability of Rock Fractures Induced by Mechanical Creep56
Bedding Plane Angles and a Horizontal Prefabricated Flaw Affecting the Cracking Characteristics of Shale Specimens55
Reliability-Based Design Optimization of Shallow Foundation on Cohesionless Soil Based on Surrogate-Based Numerical Modeling53
Experimental Investigation on Pullout Behavior of Geosynthetics with Varying Dimension50
Discussion of “Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade” by Sujit Kumar Dash and Anjan Majee48
Effect of Nonstationarity on Shear Properties of Rock Joints and a New Peak Shear Strength Criterion47
Semianalytic Solution for Two-Dimensional Consolidation of Interbedded Soil46
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights45
Pile Groups Subjected to Axial and Torsional Loads in Flow-Controlled Geomaterial44
Theoretical Solution for Long-Term Settlement of a Large Step-Tapered Hollow Pile in Karst Topography44
Physics-Informed Neural Networks for Settlement Analysis of the Immersed Tunnel of the Hong Kong–Zhuhai–Macau Bridge44
Limit Analysis of Modified Pseudodynamic Lateral Earth Pressure in Anisotropic Frictional Medium Using Finite-Element and Second-Order Cone Programming43
Effect of Loading Rate and Water on the Dynamic Fracture Behavior of Sandstone under Impact Loadings39
Anatomy of Critical State Constitutive Models: Simulating Undrained Failure of K 0 -Consolidated Soils36
A New Rock Brittleness Index Based on Crack Initiation and Crack Damage Stress Thresholds35
Discussion of “Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode”33
The Effect of Foundation Shape on Subgrade Reaction Coefficient33
Discussion of “Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi”33
Centrifuge Modeling for Seismic Performance of Floating Piled Raft with and without Drainage Wells in Liquefiable Site32
A New Analytical Approach for Determination of the Bearing Capacity of a Strip Foundation on a Granular Trench31
Pseudodynamic Stability Analysis of Landfill Veneer Cover Systems with Clogged Drainage Layer30
Three-Dimensional Stability of Unsaturated Soil Slopes Strengthened through Frame Beam Anchor Plates under Steady Seepage Conditions30
Numerical Simulation of Longwall Face Mining Stress Evolution Based on the Nonlinear Compression Characteristics of Goaf Gangue30
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel29
Solidification Study of an Organic Fine Sediment Using Geopolymer Binders Properties28
Uncertainties in Vertical Stress Distribution in Spatially Varying Random Elastic Half-Space28
Closure to “Effect of Underreamed Pervious Concrete Columns on Load-Carrying Capacity of Loose Cohesionless Soils”28
Strength Development Behavior of Cement-Treated Mud with Emphasis on Early-Stage Performance28
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