OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 50. 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 2021-08-01 to 2025-08-01.)

Article	Citations
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	215
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	174
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	172
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	133
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	130
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis	116
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	105
Compaction localization and anisotropic permeability evolution	102
Editorial Board	86
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	85
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	80
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	80
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	74
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels	74
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	74
An extension of Broms’ theory to unsaturated soils	74
Numerical analysis of dynamic behavior of piled embankment under train loading	74
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	71
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	70
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM	68
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	66
Symbolic regression based prediction of anisotropic closure in deep tunnels	65
Multiscale investigation of bonded granular materials: The H-bond model	64
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	62
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	62

Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	62
Ground vibration attenuation performance of surface walls	62
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	59
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	59
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	59
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	58
A state-dependent dilatancy model for cemented sand	57
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection	56
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	56
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	55
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process	54
An efficient strength reduction method for finite element slope stability analysis	54
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	54
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	53
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	53
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	52
A new prediction model of the jet grouting column diameter for three jet grouting systems	52
Modeling of soil cracks in electroosmosis	51
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses	51
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	51
Analytical formulation for the deformability assessment of rock masses with filled discontinuities	51
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	51
A composite element solution of convection-conduction heat transfer in fractured rock mass	51
Filtering property of periodic pile barriers under moving loads	50
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning	50
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	50