OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 51. 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 2021-09-01 to 2025-09-01.)

Article	Citations
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	216
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	185
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	176
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	134
Compaction localization and anisotropic permeability evolution	116
Editorial Board	106
A state-dependent dilatancy model for cemented sand	91
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	85
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	78
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	77
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	75
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	75
A new prediction model of the jet grouting column diameter for three jet grouting systems	75
Numerical analysis of dynamic behavior of piled embankment under train loading	72
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	72
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	72
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	67
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	67
Symbolic regression based prediction of anisotropic closure in deep tunnels	66
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	65
Ground vibration attenuation performance of surface walls	65
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	64
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	63
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems	63
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	62

Analytical solutions for stresses and displacements of tunnels under static and seismic loading	60
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	59
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	59
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	58
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	58
Modeling of soil cracks in electroosmosis	57
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	56
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	56
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	55
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses	55
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	54
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	54
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	54
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	53
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels	52
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	52
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM	52
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	52
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	52
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	52
Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations	51
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	51
An extension of Broms’ theory to unsaturated soils	51
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion	51
A topological view on microscopic structural evolution for granular material under loading and unloading path	51
Multiscale investigation of bonded granular materials: The H-bond model	51
An efficient strength reduction method for finite element slope stability analysis	51