Computers and Geotechnics

Papers
(The H4-Index of Computers and Geotechnics is 44. 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 2020-07-01 to 2024-07-01.)
ArticleCitations
Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics193
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model146
A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects141
Modeling the entire progressive failure process of rock slopes using a strength-based criterion112
Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations102
Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media100
Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review98
Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling87
Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil85
Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks80
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework75
Analysis method of water inrush for tunnels with damaged water-resisting rock mass based on finite element method-smooth particle hydrodynamics coupling73
Vertical vibration of a floating pile considering the incomplete bonding effect of the pile-soil interface72
Stratigraphic uncertainty modelling with random field approach68
GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics68
Modeling of fluid-particle interaction by coupling the discrete element method with a dynamic fluid mesh: Implications to suffusion in gap-graded soils68
Excess pore water pressure caused by the installation of jet grouting columns in clay64
Numerical analysis of the cyclic loading behavior of monopile and hybrid pile foundation59
Machine learning aided stochastic reliability analysis of spatially variable slopes59
Stress-dependent water retention of granite residual soil and its implications for ground settlement58
A modified HJC model for improved dynamic response of brittle materials under blasting loads57
Seismic response of monopile-supported offshore wind turbines under combined wind, wave and hydrodynamic loads at scoured sites57
Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming55
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming55
Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling55
Numerical study of the performance of jet grout piles for braced excavations in soft clay53
Estimation of trend and random components of conditional random field using Gaussian process regression53
Investigation of three sophisticated constitutive soil models: From numerical formulations to element tests and the analysis of vibratory pile driving tests52
Simulation and verification of landslide tsunamis using a 3D SPH-DEM coupling method52
Effects of pile and soil properties on thermally induced mechanical responses of energy piles51
Rock fragmentation induced by a TBM disc-cutter considering the effects of joints: A numerical simulation by DEM50
Complex hydraulic-fracture-network propagation in a naturally fractured reservoir49
A FDEM 3D moisture migration-fracture model for simulation of soil shrinkage and desiccation cracking49
Analysis of rock slope stability under rainfall conditions considering the water-induced weakening of rock48
Dynamic interaction of soil and end-bearing piles in sloping ground: Numerical simulation and analytical solution47
Investigation of the dynamic process of the Xinmo landslide using the discrete element method47
Effect of particle shape on the development of 2D soil arching47
Hydromechanical modeling of solid deformation and fluid flow in the transversely isotropic fissured rocks47
Improved soil–structure interaction model considering time-lag effect47
Consolidation of unsaturated composite ground reinforced by permeable columns46
Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects46
Effect of fluid pressure heterogeneity on injection-induced fracture activation46
Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis45
A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay45
Image-based calibration of rolling resistance in discrete element models of sand44
Creep constitutive model considering the overstress theory with an associative viscoplastic flow rule44
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