OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 43. 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 2020-11-01 to 2024-11-01.)

Article	Citations
Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics	202
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model	153
A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects	148
Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media	121
Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review	113
Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations	106
Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks	94
Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling	92
Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil	90
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework	82
Vertical vibration of a floating pile considering the incomplete bonding effect of the pile-soil interface	81
GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics	69
Seismic response of monopile-supported offshore wind turbines under combined wind, wave and hydrodynamic loads at scoured sites	66
Numerical analysis of the cyclic loading behavior of monopile and hybrid pile foundation	61
Stress-dependent water retention of granite residual soil and its implications for ground settlement	59
Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling	58
Rock fragmentation induced by a TBM disc-cutter considering the effects of joints: A numerical simulation by DEM	58
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming	58
Effects of pile and soil properties on thermally induced mechanical responses of energy piles	58
Estimation of trend and random components of conditional random field using Gaussian process regression	56
Investigation of three sophisticated constitutive soil models: From numerical formulations to element tests and the analysis of vibratory pile driving tests	55
Simulation and verification of landslide tsunamis using a 3D SPH-DEM coupling method	53
Analysis of rock slope stability under rainfall conditions considering the water-induced weakening of rock	52
Deep learning methods for time-dependent reliability analysis of reservoir slopes in spatially variable soils	52
A FDEM 3D moisture migration-fracture model for simulation of soil shrinkage and desiccation cracking	52

Complex hydraulic-fracture-network propagation in a naturally fractured reservoir	51
Dynamic interaction of soil and end-bearing piles in sloping ground: Numerical simulation and analytical solution	51
A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay	51
True triaxial test and PFC3D-GBM simulation study on mechanical properties and fracture evolution mechanisms of rock under high stresses	50
Image-based calibration of rolling resistance in discrete element models of sand	49
Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects	49
Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis	49
Exploring the effect of engineering parameters on the penetration of hydraulic fractures through bedding planes in different propagation regimes	48
FDEM numerical modeling of failure mechanisms of anisotropic rock masses around deep tunnels	48
Isotropic damage constitutive model for time-dependent behaviour of tunnels in squeezing ground	48
Hydromechanical modeling of solid deformation and fluid flow in the transversely isotropic fissured rocks	47
Improved soil–structure interaction model considering time-lag effect	47
A grain-based model considering pre-existing cracks for modelling mechanical properties of crystalline rock	46
The role of discontinuities in rock slope stability: Insights from a combined finite-discrete element simulation	45
Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect	45
An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition	44
Clogging effect of fines in seepage erosion by using CFD–DEM	44
A new 2D continuous-discontinuous heat conduction model for modeling heat transfer and thermal cracking in quasi-brittle materials	43