International Journal for Numerical and Analytical Methods in Geomecha

(The H4-Index of International Journal for Numerical and Analytical Methods in Geomecha is 24. 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 2020-07-01 to 2024-07-01.)
Analytical solution for distributed torsional low strain integrity test for pipe pile61
A coupled CFD‐DEM investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines content58
A semi‐implicit material point method based on fractional‐step method for saturated soil48
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media47
3D DEM modeling of biocemented sand with fines as cementing agents46
A coupled SPFEM/DEM approach for multiscale modeling of large‐deformation geomechanical problems42
Lower bound analysis of modified pseudo‐dynamic lateral earth pressures for retaining wall‐backfill system with depth‐varying damping using FEM‐Second order cone programming38
Simulation of coupled multiphase flow and geomechanics in porous media with embedded discrete fractures35
Machine learning–based uncertainty modelling of mechanical properties of soft clays relating to time‐dependent behavior and its application35
Efficient reliability analysis of slopes integrating the random field method and a Gaussian process regression‐based surrogate model34
3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis32
Probabilistic analysis of a discrete element modelling of the runout behavior of the Jiweishan landslide31
Three‐dimensional wave propagation in a solid pile during torsional low strain integrity test31
An anisotropic viscoplasticity model for shale based on layered microstructure homogenization30
Micro‐mechanical analysis of one‐dimensional compression of clay with DEM29
Formulation and implementation of an elastoplastic constitutive model for sand‐fines mixtures26
Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data26
A simple hypoplastic model with loading surface accounting for viscous and fabric effects of clays25
Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks25
A homogenization‐based state‐dependent model for gap‐graded granular materials with fine‐dominated structure25
A cover‐based contact detection approach for irregular convex polygons in discontinuous deformation analysis25
A diffusion model for backfill grout behind shield tunnel lining25
Three‐dimensional slope stability predictions using artificial neural networks24
Physics‐constrained hierarchical data‐driven modelling framework for complex path‐dependent behaviour of soils24
Soil‐structure interface modeling with the nonlinear incremental approach24