OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 53. 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 2021-11-01 to 2025-11-01.)

Article	Citations
A plasticity‑based upper‑bound prediction model incorporating shank effects for drag embedment anchor behavior in layered clay seabed	191
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	141
Multiscale investigation of bonded granular materials: The H-bond model	121
Editorial Board	113
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	100
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	88
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	85
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	81
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	81
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning	81
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	79
Modeling of soil cracks in electroosmosis	77
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process	76
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	76
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	72
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	71
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	71
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	69
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion	68
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	68
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	68
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	67
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	64
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	64
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	63

A generalized water retention model in a wide suction range considering the initial void ratio and its verification	63
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	62
Symbolic regression based prediction of anisotropic closure in deep tunnels	61
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis	61
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	61
Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations	61
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	60
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	60
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM	60
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	59
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems	59
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	59
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	58
A state-dependent dilatancy model for cemented sand	57
Role of Pile-Joint-Soil Interaction in Lateral Resistance: Finite Element Exploration of Steel Pipe Sheet Pile Foundations	56
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	56
A new prediction model of the jet grouting column diameter for three jet grouting systems	55
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	55
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	55
Numerical analysis of dynamic behavior of piled embankment under train loading	54
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	54
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	54
An extension of Broms’ theory to unsaturated soils	54
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	53
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	53
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	53
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection	53
A topological view on microscopic structural evolution for granular material under loading and unloading path	53
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	53
Temperature and plant root effects on soil hydrological response and slope stability	53
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	53