OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 42. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-09-01 to 2023-09-01.)

Article	Citations
Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics	146
Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels	118
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model	113
A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects	100
Modeling the entire progressive failure process of rock slopes using a strength-based criterion	99
Displacement and force analyses of braced structure of deep excavation considering unsymmetrical surcharge effect	82
Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations	71
Effect of shear-induced aperture evolution on fluid flow in rock fractures	67
Analysis method of water inrush for tunnels with damaged water-resisting rock mass based on finite element method-smooth particle hydrodynamics coupling	67
Dynamic analysis of pile groups subjected to horizontal loads considering coupled pile-to-pile interaction	61
Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil	61
Excess pore water pressure caused by the installation of jet grouting columns in clay	59
Numerical investigation into the blasting-induced damage characteristics of rocks considering the role of in-situ stresses and discontinuity persistence	59
Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling	58
The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation	58
Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model	57
Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media	55
An analytical mechanism of limit support pressure on cutting face for deep tunnels in the sand	54
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework	53
A strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis	53
Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review	52
Model test and numerical simulation of frost heave during twin-tunnel construction using artificial ground-freezing technique	52
Behaviours of wall and soil during pre-excavation dewatering under different foundation pit widths	52
Reliability analysis on permanent displacement of earth slopes using the simplified Bishop method	51
Undrained stability of unsupported rectangular excavations in non-homogeneous clays	51

Discrete element modelling of flexible membrane boundaries for triaxial tests	50
Multiscale strength reduction method for heterogeneous slope using hierarchical FEM/DEM modeling	49
Modeling humidity and stress-dependent subgrade soils in flexible pavements	49
Stratigraphic uncertainty modelling with random field approach	49
Modeling of fluid-particle interaction by coupling the discrete element method with a dynamic fluid mesh: Implications to suffusion in gap-graded soils	48
GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics	48
Evaluation of the earthquake induced uplift displacement of tunnels using multivariate adaptive regression splines	47
Stress-dependent water retention of granite residual soil and its implications for ground settlement	46
A homogenization equation for the small strain stiffness of gap-graded granular materials	46
Probabilistic stability analysis of an embankment dam considering soil spatial variability	45
Machine learning aided stochastic reliability analysis of spatially variable slopes	45
Undrained basal stability of braced circular excavations in non-homogeneous clays with linear increase of strength with depth	44
DEM analysis on the role of aggregates on concrete strength	43
Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming	43
Dynamic interaction of soil and end-bearing piles in sloping ground: Numerical simulation and analytical solution	43
Behaviour of a PVD unit cell under vacuum pressure and a new method for consolidation analysis	43
Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel	43
Modelling 3D desiccation cracking in clayey soils using a size-dependent SPH computational approach	42
Study on the effect of particle morphology on single particle breakage using a combined finite-discrete element method	42
Mesoscopic time-dependent behavior of rocks based on three-dimensional discrete element grain-based model	42
Hydromechanical modeling of solid deformation and fluid flow in the transversely isotropic fissured rocks	42
Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks	42