ISSN: 1532-3641
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International Journal of Geomechanics Q1 Unclaimed
International Journal of Geomechanics is a journal indexed in SJR in Soil Science with an H index of 85. It has an SJR impact factor of 1,112 and it has a best quartile of Q1. It is published in English. It has an SJR impact factor of 1,112.
Type: Journal
Type of Copyright:
Languages: English
Open Access Policy:
Type of publications:
Publication frecuency: -
- €
Inmediate OANPD
Embargoed OA- €
Non OAMetrics
1,112
SJR Impact factor85
H Index362
Total Docs (Last Year)1052
Total Docs (3 years)17337
Total Refs3976
Total Cites (3 years)1028
Citable Docs (3 years)3.41
Cites/Doc (2 years)47.89
Ref/DocOther journals with similar parameters
Remote Sensing of Environment Q1
Soil Biology and Biochemistry Q1
SOIL Q1
Geoderma Q1
Soil and Tillage Research Q1
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Aims and Scope
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
Twin Tunnel Interaction: Surface and Subsurface Effects
Feasibility of Random-Forest Approach for Prediction of Ground Settlements Induced by the Construction of a Shield-Driven Tunnel
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
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