OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 48. 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 2021-06-01 to 2025-06-01.)

Article	Citations
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	211
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	163
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	157
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	129
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	128
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	118
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	107
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion	99
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	97
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	81
Editorial Board	80
Compaction localization and anisotropic permeability evolution	77
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process	74
Editorial Board	74
Numerical analysis of dynamic behavior of piled embankment under train loading	71
Soil-structure interaction of surface footings	70
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	69
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	68
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	68
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	67
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	65
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	64
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	63
A topological view on microscopic structural evolution for granular material under loading and unloading path	60
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	59

Seismic combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone programming	59
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	59
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	58
Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations	57
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	56
Multiscale investigation of bonded granular materials: The H-bond model	55
Symbolic regression based prediction of anisotropic closure in deep tunnels	55
An efficient strength reduction method for finite element slope stability analysis	54
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	53
Ground vibration attenuation performance of surface walls	52
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	52
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	52
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	51
Analytical formulation for the deformability assessment of rock masses with filled discontinuities	51
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	51
A new prediction model of the jet grouting column diameter for three jet grouting systems	51
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	51
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	50
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	50
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis	50
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	49
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	49
Lateral soil resistance of rigid pile in cohesionless soil on slope	49
Filtering property of periodic pile barriers under moving loads	48
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	48
Risk assessment of soil slope failure considering copula-based rotated anisotropy random fields	48
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact	48