Computers and Geotechnics

(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.)
Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics146
Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels118
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model113
A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects100
Modeling the entire progressive failure process of rock slopes using a strength-based criterion99
Displacement and force analyses of braced structure of deep excavation considering unsymmetrical surcharge effect82
Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations71
Effect of shear-induced aperture evolution on fluid flow in rock fractures67
Analysis method of water inrush for tunnels with damaged water-resisting rock mass based on finite element method-smooth particle hydrodynamics coupling67
Dynamic analysis of pile groups subjected to horizontal loads considering coupled pile-to-pile interaction61
Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil61
Excess pore water pressure caused by the installation of jet grouting columns in clay59
Numerical investigation into the blasting-induced damage characteristics of rocks considering the role of in-situ stresses and discontinuity persistence59
Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling58
The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation58
Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model57
Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media55
An analytical mechanism of limit support pressure on cutting face for deep tunnels in the sand54
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework53
A strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis53
Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review52
Model test and numerical simulation of frost heave during twin-tunnel construction using artificial ground-freezing technique52
Behaviours of wall and soil during pre-excavation dewatering under different foundation pit widths52
Reliability analysis on permanent displacement of earth slopes using the simplified Bishop method51
Undrained stability of unsupported rectangular excavations in non-homogeneous clays51
Discrete element modelling of flexible membrane boundaries for triaxial tests50
Multiscale strength reduction method for heterogeneous slope using hierarchical FEM/DEM modeling49
Modeling humidity and stress-dependent subgrade soils in flexible pavements49
Stratigraphic uncertainty modelling with random field approach49
Modeling of fluid-particle interaction by coupling the discrete element method with a dynamic fluid mesh: Implications to suffusion in gap-graded soils48
GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics48
Evaluation of the earthquake induced uplift displacement of tunnels using multivariate adaptive regression splines47
Stress-dependent water retention of granite residual soil and its implications for ground settlement46
A homogenization equation for the small strain stiffness of gap-graded granular materials46
Probabilistic stability analysis of an embankment dam considering soil spatial variability45
Machine learning aided stochastic reliability analysis of spatially variable slopes45
Undrained basal stability of braced circular excavations in non-homogeneous clays with linear increase of strength with depth44
DEM analysis on the role of aggregates on concrete strength43
Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming43
Dynamic interaction of soil and end-bearing piles in sloping ground: Numerical simulation and analytical solution43
Behaviour of a PVD unit cell under vacuum pressure and a new method for consolidation analysis43
Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel43
Modelling 3D desiccation cracking in clayey soils using a size-dependent SPH computational approach42
Study on the effect of particle morphology on single particle breakage using a combined finite-discrete element method42
Mesoscopic time-dependent behavior of rocks based on three-dimensional discrete element grain-based model42
Hydromechanical modeling of solid deformation and fluid flow in the transversely isotropic fissured rocks42
Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks42