OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 45. 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 2020-05-01 to 2024-05-01.)

Article	Citations
Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics	187
Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels	138
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model	135
A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects	131
Modeling the entire progressive failure process of rock slopes using a strength-based criterion	111
Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations	93
Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media	92
Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review	86
Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling	79
Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil	78
Analysis method of water inrush for tunnels with damaged water-resisting rock mass based on finite element method-smooth particle hydrodynamics coupling	73
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework	70
Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks	68
GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics	66
Stratigraphic uncertainty modelling with random field approach	66
Vertical vibration of a floating pile considering the incomplete bonding effect of the pile-soil interface	65
Excess pore water pressure caused by the installation of jet grouting columns in clay	63
Modeling of fluid-particle interaction by coupling the discrete element method with a dynamic fluid mesh: Implications to suffusion in gap-graded soils	61
DEM exploration of the effect of particle shape on particle breakage in granular assemblies	57
Machine learning aided stochastic reliability analysis of spatially variable slopes	57
Stress-dependent water retention of granite residual soil and its implications for ground settlement	55
A homogenization equation for the small strain stiffness of gap-graded granular materials	55
A modified HJC model for improved dynamic response of brittle materials under blasting loads	54
DEM study on the effect of roundness on the shear behaviour of granular materials	54
Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling	53

Numerical analysis of the cyclic loading behavior of monopile and hybrid pile foundation	53
Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming	52
Simulation and verification of landslide tsunamis using a 3D SPH-DEM coupling method	51
Study on the effect of particle morphology on single particle breakage using a combined finite-discrete element method	50
Seismic response of monopile-supported offshore wind turbines under combined wind, wave and hydrodynamic loads at scoured sites	50
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming	50
Probabilistic stability analyses of multi-stage soil slopes by bivariate random fields and finite element methods	49
Effects of pile and soil properties on thermally induced mechanical responses of energy piles	48
Complex hydraulic-fracture-network propagation in a naturally fractured reservoir	48
Dynamic interaction of soil and end-bearing piles in sloping ground: Numerical simulation and analytical solution	47
Estimation of trend and random components of conditional random field using Gaussian process regression	47
Investigation of the dynamic process of the Xinmo landslide using the discrete element method	47
Analysis of rock slope stability under rainfall conditions considering the water-induced weakening of rock	47
Investigation of three sophisticated constitutive soil models: From numerical formulations to element tests and the analysis of vibratory pile driving tests	47
Hydromechanical modeling of solid deformation and fluid flow in the transversely isotropic fissured rocks	47
Rock fragmentation induced by a TBM disc-cutter considering the effects of joints: A numerical simulation by DEM	47
Analysis of geosynthetic-reinforced pile-supported embankment with soil-structure interaction models	46
Effect of fluid pressure heterogeneity on injection-induced fracture activation	46
Study of microstructure effect on the nonlinear mechanical behavior and failure process of rock using an image-based-FDEM model	46
Improved soil–structure interaction model considering time-lag effect	46
Numerical study of the performance of jet grout piles for braced excavations in soft clay	45
Consolidation of unsaturated composite ground reinforced by permeable columns	45
A FDEM 3D moisture migration-fracture model for simulation of soil shrinkage and desiccation cracking	45