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 2020-04-01 to 2024-04-01.)

Article	Citations
Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics	184
Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels	135
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model	134
A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects	128
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	91
Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media	88
Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review	79
Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling	76
Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil	75
Analysis method of water inrush for tunnels with damaged water-resisting rock mass based on finite element method-smooth particle hydrodynamics coupling	72
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework	69
Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks	65
GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics	64
Vertical vibration of a floating pile considering the incomplete bonding effect of the pile-soil interface	64
Excess pore water pressure caused by the installation of jet grouting columns in clay	63
Stratigraphic uncertainty modelling with random field approach	62
Machine learning aided stochastic reliability analysis of spatially variable slopes	56
Modeling of fluid-particle interaction by coupling the discrete element method with a dynamic fluid mesh: Implications to suffusion in gap-graded soils	56
Modeling humidity and stress-dependent subgrade soils in flexible pavements	54
Stress-dependent water retention of granite residual soil and its implications for ground settlement	54
DEM exploration of the effect of particle shape on particle breakage in granular assemblies	54
Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling	53
DEM study on the effect of roundness on the shear behaviour of granular materials	53
A homogenization equation for the small strain stiffness of gap-graded granular materials	53

A modified HJC model for improved dynamic response of brittle materials under blasting loads	51
Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming	50
Numerical analysis of the cyclic loading behavior of monopile and hybrid pile foundation	49
Behaviour of a PVD unit cell under vacuum pressure and a new method for consolidation analysis	49
Study on the effect of particle morphology on single particle breakage using a combined finite-discrete element method	48
Simulation and verification of landslide tsunamis using a 3D SPH-DEM coupling method	48
Complex hydraulic-fracture-network propagation in a naturally fractured reservoir	48
Seismic response of monopile-supported offshore wind turbines under combined wind, wave and hydrodynamic loads at scoured sites	48
Estimation of trend and random components of conditional random field using Gaussian process regression	47
Probabilistic stability analyses of multi-stage soil slopes by bivariate random fields and finite element methods	47
Improved soil–structure interaction model considering time-lag effect	47
Effects of pile and soil properties on thermally induced mechanical responses of energy piles	47
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming	46
Dynamic interaction of soil and end-bearing piles in sloping ground: Numerical simulation and analytical solution	46
Hydromechanical modeling of solid deformation and fluid flow in the transversely isotropic fissured rocks	46
Study of microstructure effect on the nonlinear mechanical behavior and failure process of rock using an image-based-FDEM model	46
Analysis of rock slope stability under rainfall conditions considering the water-induced weakening of rock	46
Effect of fluid pressure heterogeneity on injection-induced fracture activation	45
Analysis of geosynthetic-reinforced pile-supported embankment with soil-structure interaction models	45
Consolidation of unsaturated composite ground reinforced by permeable columns	45
Kriging based reliability and sensitivity analysis – Application to the stability of an earth dam	45