International Journal for Numerical and Analytical Methods in Geomecha

Papers
(The H4-Index of International Journal for Numerical and Analytical Methods in Geomecha is 26. 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 2022-01-01 to 2026-01-01.)
ArticleCitations
Issue Information95
81
Issue Information80
51
Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs44
A Three‐Dimensional Solution for the Semi‐Coupled Thermo‐Mechanical and Thermo‐Hydro‐Mechanical Behaviors of Soils With Groundwater44
44
Numerical Model for Granular Flow With Interstitial Fluid42
“Homogenization with non‐homogeneous plastic flow”40
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators40
37
Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method37
A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method35
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder32
Non‐Intrusive Global‐Local Method for Poroelasticity Problems With Localized Pressure Effects31
A Reliability Analysis Approach for Embankment Stability Considering Spatial Variability of Soil Properties30
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material29
Assessment of Heat Transfer‐Induced Contaminant Transport for a GMB/GCL/CCL Liner System28
Revisiting Undrained Cavity Expansion in Mohr–Coulomb Soils: Consideration of Limited Dilation28
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations27
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction27
Energetic formulation of large‐deformation poroelasticity26
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation26
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method26
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes26
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology26
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