International Journal of Geomechanics
International Journal of Geomechanics is a journal indexed in SJR in Soil Science with an H index of 94. It has an SJR impact factor of 1,059 and it has a best quartile of Q1. It is published in English. It has an SJR impact factor of 1,059.
Metrics
Scimago and CountryOfPapers database fields
SJR Impact
1,059
H-index
94
Docs (year)
409
Docs 3y
1065
Total refs
18673
Cites 3y
3934
Citable 3y
1041
Cites/Doc 2y
3.47
Ref/Doc
45.66
Immediate OA
—
Embargoed OA
NPD
Non OA / Submission
—
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Researcher reviews
Best articles by citations
Propagation Regimes of Fluid-Driven Fractures in Impermeable Rocks
Effective Stress in Unsaturated Soils: Review with New Evidence
Y-Geo: New Combined Finite-Discrete Element Numerical Code for Geomechanical Applications
Experimental and Numerical Study of Railway Ballast Behavior under Cyclic Loading
Numerical Analysis of Rainfall Effects on Slope Stability
Elastoplastic Constitutive Model for Rockfill Materials Considering Particle Breakage
Evaluation of Time-Dependent Behavior of Soils
Influence of Particle Breakage on Critical State Line of Rockfill Material
Probabilistic Analysis and Design of Circular Tunnels against Face Stability
Laboratory Investigation on Strength Characteristics of Expansive Soil Treated with Jute Fiber Reinforcement
Behavior of Fresh and Fouled Railway Ballast Subjected to Direct Shear Testing: Discrete Element Simulation
Influence of Deep Excavations on Nearby Existing Tunnels
Particle-Based Discrete Element Modeling: Geomechanics Perspective
Three-Dimensional Linear Behavior of Bituminous Materials: Experiments and Modeling
Feasibility of Random-Forest Approach for Prediction of Ground Settlements Induced by the Construction of a Shield-Driven Tunnel
Twin Tunnel Interaction: Surface and Subsurface Effects
Effects of the Erosion and Transport of Fine Particles due to Seepage Flow
Characterization of Models for Time-Dependent Behavior of Soils
Analytical and Numerical Modeling of Soft Soil Stabilized by Prefabricated Vertical Drains Incorporating Vacuum Preloading
Micromechanical Modeling of the Viscoelastic Behavior of Asphalt Mixtures Using the Discrete-Element Method
Predicting the Uniaxial Compressive Strength and Static Young’s Modulus of Intact Sedimentary Rocks Using the Ultrasonic Test
DEM Analysis of Stresses and Deformations of Geogrid-Reinforced Embankments over Piles
Numerical Modeling of Seismic Response of Rigid Foundation on Soft Soil