OOIR: Observatory of International Research

Papers

(The H4-Index of International Journal for Numerical and Analytical Methods in Geomecha is 22. 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 2020-04-01 to 2024-04-01.)

Article	Citations
Analytical solution for distributed torsional low strain integrity test for pipe pile	56
Strength of ensemble learning in multiclass classification of rockburst intensity	53
A coupled CFD‐DEM investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines content	53
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media	42
A coupled SPFEM/DEM approach for multiscale modeling of large‐deformation geomechanical problems	40
A semi‐implicit material point method based on fractional‐step method for saturated soil	38
3D DEM modeling of biocemented sand with fines as cementing agents	37
Simulation of coupled multiphase flow and geomechanics in porous media with embedded discrete fractures	34
Machine learning–based uncertainty modelling of mechanical properties of soft clays relating to time‐dependent behavior and its application	33
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	32
3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis	29
An anisotropic viscoplasticity model for shale based on layered microstructure homogenization	29
Efficient reliability analysis of slopes integrating the random field method and a Gaussian process regression‐based surrogate model	28
Probabilistic analysis of a discrete element modelling of the runout behavior of the Jiweishan landslide	28
Formulation and implementation of an elastoplastic constitutive model for sand‐fines mixtures	26
Three‐dimensional wave propagation in a solid pile during torsional low strain integrity test	26
A homogenization‐based state‐dependent model for gap‐graded granular materials with fine‐dominated structure	25
A diffusion model for backfill grout behind shield tunnel lining	25
A cover‐based contact detection approach for irregular convex polygons in discontinuous deformation analysis	24
Three‐dimensional discrete element simulation of indirect tensile behaviour of a transversely isotropic rock	24
Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data	24
Three‐dimensional slope stability predictions using artificial neural networks	23
Analytical solutions for the consolidation of unsaturated foundation with prefabricated vertical drain	22
Physics‐constrained hierarchical data‐driven modelling framework for complex path‐dependent behaviour of soils	22
Three‐dimensional anisotropic plasticity model for sand subjected to principal stress value change and axes rotation	22