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 2020-11-01 to 2024-11-01.)

Article	Citations
Theoretical and Numerical Analyses on Hydro–Thermal–Salt–Mechanical Interaction of Unsaturated Salinized Soil Subjected to Typical Unidirectional Freezing Process	70
Stress-Dilatancy Behavior of MICP-Treated Sand	62
Rainfall-Induced Erosion of Biocemented Graded Slopes	59
Correlation of Critical State Strength Properties with Particle Shape and Surface Fractal Dimension of Clinker Ash	58
Limit Analysis of Modified Pseudodynamic Lateral Earth Pressure in Anisotropic Frictional Medium Using Finite-Element and Second-Order Cone Programming	56
Coordinated Deformation Mechanism of the Top Coal and Filling Body of Gob-Side Entry Retaining in a Fully Mechanized Caving Face	53
Failure Evolution and Instability Mechanism of Surrounding Rock for Close-Distance Parallel Chambers with Super-Large Section in Deep Coal Mines	50
Influence of the Spatial Variability of Soil Shear Strength on Deep Excavation: A Case Study of a Bangkok Underground MRT Station	48
Review of Strength Improvements of Biocemented Soils	48
Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity	46
Elastoplastic Analytical Solution for the Stress and Deformation of the Surrounding Rock in Cold Region Tunnels Considering the Influence of the Temperature Field	45
Numerical Investigation of Brittleness Effect on Strength and Microcracking Behavior of Crystalline Rock	44
Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands	44
Experimental Investigation of Cuttability Improvement for Hard Rock Fragmentation Using Conical Cutter	44
Disturbed State Concept–Based Model for the Uniaxial Strain-Softening Behavior of Fiber-Reinforced Soil	43
Arching Development in Transparent Soil during Multiple Trapdoor Movement and Surface Footing Loading	39
Evolution of Particle Shape Produced by Sand Breakage	36
Stochastic Analysis of Piled-Raft Foundations Using the Random Finite-Element Method	36
New Simple Breakage Index for Crushable Granular Soils	35
Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters	33
A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses	33
Deep Convolutional Neural Network-Based Method for Strength Parameter Prediction of Jointed Rock Mass Using Drilling Logging Data	33
Fracture of Interparticle MICP Bonds under Compression	32
Probabilistic Assessment on 3D Stability and Failure Mechanism of Undrained Slopes Based on the Kinematic Approach of Limit Analysis	30
Thermomechanical Soil–Structure Interaction in Single Energy Piles Exhibiting Reversible Interface Behavior	30

Micro-Mesoscopic Creep Damage Evolution and Failure Mechanism of Sandy Mudstone	29
Nonlinear Creep Model for Rocks Considering Damage Evolution Based on the Modified Nishihara Model	29
Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads	28
Experimental Investigation of the Mechanical Properties of Sandstone–Coal–Bolt Specimens with Different Angles under Conventional Triaxial Compression	28
Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating	28
Theoretical Analysis of the Joint Leakage in Shield Tunnel Considering the Typical Deformation Mode	28