OOIR: Observatory of International Research

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 2020-11-01 to 2024-11-01.)

Article	Citations
Analytical solution for distributed torsional low strain integrity test for pipe pile	64
3D DEM modeling of biocemented sand with fines as cementing agents	56
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media	52
A semi‐implicit material point method based on fractional‐step method for saturated soil	50
A coupled SPFEM/DEM approach for multiscale modeling of large‐deformation geomechanical problems	43
Micro‐mechanical analysis of one‐dimensional compression of clay with DEM	41
Lower bound analysis of modified pseudo‐dynamic lateral earth pressures for retaining wall‐backfill system with depth‐varying damping using FEM‐Second order cone programming	40
Efficient reliability analysis of slopes integrating the random field method and a Gaussian process regression‐based surrogate model	37
Simulation of coupled multiphase flow and geomechanics in porous media with embedded discrete fractures	37
Machine learning–based uncertainty modelling of mechanical properties of soft clays relating to time‐dependent behavior and its application	35
3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis	34
Three‐dimensional wave propagation in a solid pile during torsional low strain integrity test	33
Probabilistic analysis of a discrete element modelling of the runout behavior of the Jiweishan landslide	32
An anisotropic viscoplasticity model for shale based on layered microstructure homogenization	32
Physics‐constrained hierarchical data‐driven modelling framework for complex path‐dependent behaviour of soils	29
Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data	28
A cover‐based contact detection approach for irregular convex polygons in discontinuous deformation analysis	27
A homogenization‐based state‐dependent model for gap‐graded granular materials with fine‐dominated structure	27
Formulation and implementation of an elastoplastic constitutive model for sand‐fines mixtures	27
Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks	27
A diffusion model for backfill grout behind shield tunnel lining	26
A simplified nonlinear coupled Newmark displacement model with degrading yield acceleration for seismic slope stability analysis	25
Vertical dynamic impedance of end‐bearing pile groups embedded in homogeneous unsaturated soils	25
The deformation and failure of strip footings on anisotropic cohesionless sloping grounds	25
Three‐dimensional slope stability predictions using artificial neural networks	25