OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 57. 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 2022-05-01 to 2026-05-01.)

Article	Citations
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM	124
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	113
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	99
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	99
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	99
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	96
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	95
A new prediction model of the jet grouting column diameter for three jet grouting systems	94
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	94
Three–dimensional continuous–discontinuous pipe network method for simulating fractured and porous seepage	89
Editorial Board	88
Inversion of geotechnical parameters based on improved adaptive sequential sampling method and surrogate model	85
Investigating soil-pipe interaction in dense sand: a numerical study using Cosserat continuum theory	83
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	82
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	80
An extension of Broms’ theory to unsaturated soils	78
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	77
Ground vibration attenuation performance of surface walls	77
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	75
Editorial: Special issue on “Multiscale Modeling of Geomechanics”	75
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	75
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	75
A state-dependent dilatancy model for cemented sand	75
The effect of soil boundary conditions in fully coupled mathematical models of partly saturated vegetated soil poromechanics	74
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	74

Characterizing friction factors in head loss causing non-Darcy flow on fractures with tortuosity and inertial effects	74
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	74
Numerical analysis of dynamic behavior of piled embankment under train loading	73
A generalized water retention model in a wide suction range considering the initial void ratio and its verification	72
Adaptive FEM-SPH for anchored slope failure with fractal dimension crack analysis	71
Quantifying the scale effects on shallow foundation bearing capacity induced by shear band on sensitive marine clays	71
Probabilistic stability analysis of bolt-reinforced rock slopes considering corrosion based on sparse polynomial chaos expansions	71
Mitigation of Liquefaction Risk in Layered Soils via Stone Column Drains: Numerical Study and Novel Uncoupled Approach	70
Temperature and plant root effects on soil hydrological response and slope stability	69
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	68
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	68
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	68
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	68
A comprehensive approach for Bayesian soil classification using Cone Penetration Test data	67
A semi-analytical solution for the load-transfer behaviors of precast concrete pile reinforced by cemented soil with long-core in layer soils	65
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	65
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems	65
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	63
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	62
Multiscale investigation of bonded granular materials: The H-bond model	61
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	61
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	60
Fixed-mesh isogeometric analysis for phreatic surface reconstruction in 2D steady-state seepage flow	60
High-fidelity digital modeling and comparative morphological analysis of Chang’E-5 and Chang’E-6 lunar grains	59
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	59
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	59
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	58
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	58
Polar and Cartesian representations of mechanical quantities in granular materials	57
Investigating the impact of polyvinyl alcohol on mechanical and thermal properties of expansive soil under freeze–thaw cycles	57
Investigation of permeability of superquadric granular materials based on discrete element-lattice Boltzmann method	57
Three-dimensional elastoplastic constitutive modeling of green sandstone within ductile domain	57