International Journal for Numerical and Analytical Methods in Geomecha

Papers
(The H4-Index of International Journal for Numerical and Analytical Methods in Geomecha is 25. 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 2022-08-01 to 2026-08-01.)
ArticleCitations
114
Issue Information114
Issue Information106
70
54
Numerical Model for Granular Flow With Interstitial Fluid50
“Homogenization with non‐homogeneous plastic flow”47
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations41
Revisiting Undrained Cavity Expansion in Mohr–Coulomb Soils: Consideration of Limited Dilation40
39
Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs38
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes37
An Analytical Solution for Ultimate Air Pressure in a Subsea Rock Cavern for Compressed Air Energy Storage Based on Uplift Limit Analysis37
Nonlinear Mechanical Responses and Fatigue Damage Mechanisms of Roadside Backfill Materials Under Static‐dynamic Combined Loads36
Non‐Intrusive Global‐Local Method for Poroelasticity Problems With Localized Pressure Effects34
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder33
Issue Information33
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method29
Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method28
Stabilized Semi‐Implicit Material Point Method for Hydro‐Mechanical Coupled Large Deformation Soil‐Structure Interaction Analyses28
A Reliability Analysis Approach for Embankment Stability Considering Spatial Variability of Soil Properties27
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation27
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators26
A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method25
A Novel Framework for Reliability Analysis of Rainfall‐Induced Slopes Failure Based on Site‐Specific Data25
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