Computers and Geotechnics

Papers
(The median citation count of Computers and Geotechnics is 5. 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
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
Stratigraphic uncertainty modelling with random field approach68
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
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
Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming55
Estimation of trend and random components of conditional random field using Gaussian process regression53
Numerical study of the performance of jet grout piles for braced excavations in soft clay53
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
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
Dynamic interaction of soil and end-bearing piles in sloping ground: Numerical simulation and analytical solution47
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
Consolidation of unsaturated composite ground reinforced by permeable columns46
A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay45
Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis45
Creep constitutive model considering the overstress theory with an associative viscoplastic flow rule44
Image-based calibration of rolling resistance in discrete element models of sand44
A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation43
A new 2D continuous-discontinuous heat conduction model for modeling heat transfer and thermal cracking in quasi-brittle materials43
An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition43
Deep learning methods for time-dependent reliability analysis of reservoir slopes in spatially variable soils43
True triaxial test and PFC3D-GBM simulation study on mechanical properties and fracture evolution mechanisms of rock under high stresses42
Assessing the stability of rock slopes with respect to flexural toppling failure using a limit equilibrium model and genetic algorithm42
Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect41
A grain-based model considering pre-existing cracks for modelling mechanical properties of crystalline rock41
The role of discontinuities in rock slope stability: Insights from a combined finite-discrete element simulation40
Numerical investigation on the shear behavior of rock-like materials containing fissure-holes with FEM-CZM method39
Analytical solution for the response of an existing tunnel induced by above-crossing shield tunneling39
Isotropic damage constitutive model for time-dependent behaviour of tunnels in squeezing ground39
Modified Rayleigh-Love rod model for 3D dynamic analysis of large-diameter thin-walled pipe pile embedded in multilayered soils39
CFD-DEM modeling of suffusion effect on undrained behavior of internally unstable soils39
Improved analytical method for pile response due to foundation pit excavation38
DEM modelling to assess internal stability of gap-graded assemblies of spherical particles under various relative densities, fine contents and gap ratios38
Two-phase dynamic MPM formulation for unsaturated soil38
Towards an improved analytical framework to estimate active earth pressure in narrow c – ϕ soils behind rotating walls about the base38
Theoretical prediction model for deformations caused by construction of new tunnels undercrossing existing tunnels based on the equivalent layered method38
Long-term deformations of monopile foundations for offshore wind turbines studied with a high-cycle accumulation model37
FDEM numerical modeling of failure mechanisms of anisotropic rock masses around deep tunnels37
Effect of tamping operation on mechanical qualities of ballast bed based on DEM-MBD coupling method37
Effect of mechanical heterogeneity on hydraulic fracture propagation in unconventional gas reservoirs37
Response surface guided adaptive slope reliability analysis in spatially varying soils37
Quantification and characterizing of soil microstructure features by image processing technique36
A coupled chemo-elastic cohesive zone model for backfill-rock interface36
Effects of soil arching on behavior of pile-supported railway embankment: 2D FEM approach36
Analysis and modelling of longitudinal deformation profiles of tunnels excavated in strain-softening time-dependent rock masses35
Exploring the effect of engineering parameters on the penetration of hydraulic fractures through bedding planes in different propagation regimes35
Key-block based analytical stability method for discontinuous rock slope subjected to toppling failure35
Clogging effect of fines in seepage erosion by using CFD–DEM35
Assessing debris flow impact on flexible ring net barrier: A coupled CFD-DEM study35
An enhanced tool for probing the microscopic behavior of granular materials based on X-ray micro-CT and FDEM35
Shear strength model of joints based on Gaussian smoothing method and macro-micro roughness35
Determination of critical criterion of tensile-shear failure in Brazilian disc based on theoretical analysis and meso-macro numerical simulation35
3D DEM insights into the effect of particle overall regularity on macro and micro mechanical behaviours of dense sands35
A three-dimensional mesoscale model for progressive time-dependent deformation and fracturing of brittle rock with application to slope stability35
Numerical modelings of continuous shallow tunnels subject to reverse faulting and its verification through a centrifuge35
Investigation on passive pile responses subject to adjacent tunnelling in anisotropic clay35
Effects of desiccation cracks and vegetation on the shallow stability of a red clay cut slope under rainfall infiltration35
Finite element analysis of helical piles subjected to axial impact loading34
Smooth particle hydrodynamics and discrete element method coupling scheme for the simulation of debris flows34
Coupled thermal-hydrodynamic-mechanical–chemical numerical simulation for gas production from hydrate-bearing sediments based on hybrid finite volume and finite element method34
Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process34
Active lateral earth pressure of geosynthetic-reinforced retaining walls with inherently anisotropic frictional backfills subjected to strip footing loading34
Numerical simulation of forerunning fracture in saturated porous solids with hybrid FEM/Peridynamic model34
Non-uniqueness and uncertainty quantification of relative permeability measurements by inverse modelling34
Numerical investigation on the evolution of landslide-induced river blocking using coupled DEM-CFD33
An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media33
Experimental-numerical investigation on grout diffusion and washout in rough rock fractures under flowing water33
Investigating the mechanism of rock fracturing induced by high-pressure gas blasting with a hybrid continuum-discontinuum method33
DEM analysis of small and small-to-medium strain shear modulus of sands33
Permeability anisotropy of methane hydrate-bearing sands: Insights from CT scanning and pore network modelling32
Risk assessment of soil slope failure considering copula-based rotated anisotropy random fields32
Probabilistic soil classification and stratification in a vertical cross-section from limited cone penetration tests using random field and Monte Carlo simulation32
Long-term deformation of railway tracks considering train-track interaction and non-linear resilient behaviour of aggregates – a 3D FEM implementation32
Geometry nature of hydraulic fracture propagation from oriented perforations and implications for directional hydraulic fracturing32
Stability analysis of unsaturated soil slopes under reservoir drawdown and rainfall conditions: steady and transient state analysis32
Investigation of the Material Point Method in the simulation of Cone Penetration Tests in dry sand32
DEM simulation of the size effect on the wetting deformation of rockfill materials based on single-particle crushing tests32
CPT-based fully probabilistic seismic liquefaction potential assessment to reduce uncertainty: Integrating XGBoost algorithm with Bayesian theorem31
Machine learning approaches for prediction of fine-grained soils liquefaction31
Investigating the effect of particle angularity on suffusion of gap-graded soil using coupled CFD-DEM31
Influence of weak inclusions on the fracturing and fractal behavior of a jointed rock mass containing an opening: Experimental and numerical studies31
Dynamic process simulation of the Xiaogangjian rockslide occurred in shattered mountain based on 3DEC and DFN31
Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off31
DEM study on the microscale and macroscale shear behaviours of granular materials with breakable and irregularly shaped particles31
Three-dimensional seismic stability of slopes reinforced by soil nails31
Comparative study of stochastic slope stability analysis based on conditional and unconditional random field31
Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil31
A new soil reaction model for large-diameter monopiles in clay31
Seepage effect on failure mechanisms of the underwater tunnel face via CFD–DEM coupling31
DEM simulation of rock creep in tunnels using Rate Process Theory31
An explicit coupled MPM formulation to simulate penetration problems in soils using quadrilateral elements31
Influence of seepage and tunnel face opening on face support pressure of EPB shield31
Peridynamic micro-elastoplastic constitutive model and its application in the failure analysis of rock masses31
Numerical simulation of the effect of moving loads on saturated subgrade soil30
Numerical investigation of blast-induced rock fragmentation30
Large-strain analysis of vertical drain-improved soft deposit consolidation considering smear zone, well resistance, and creep effects30
Vibration attenuation analysis of periodic underground barriers using complex band diagrams30
A generalized complex variable method for multiple tunnels at great depth considering the interaction between linings and surrounding rock30
Expansion responses of a cylindrical cavity in overconsolidated unsaturated soils: A semi-analytical elastoplastic solution30
Evolution of fabric anisotropy of granular soils: x-ray tomography measurements and theoretical modelling30
Displacement process analysis of deep tunnels with grouted rockbolts considering bolt installation time and bolt length30
Mechanical behavior of frozen soils: Experimental investigation and numerical modeling29
Undrained true triaxial response of initially anisotropic particulate assemblies using CFM-DEM29
Vibration mitigation in saturated soil by periodic in-filled pipe pile barriers29
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure29
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction29
Meta-modelling of coupled thermo-hydro-mechanical behaviour of hydrate reservoir29
Longitudinal structural deformation mechanism of shield tunnel linings considering shearing dislocation of circumferential joints29
Salinity effects on the mechanical behaviour of methane hydrate bearing sediments: A DEM investigation29
A unified strain-hardening and strain-softening elastoplastic constitutive model for intact rocks29
DEM modeling of mini-triaxial test on soil-rock mixture considering particle shape effect29
Numerical study of the segmental tunnel lining behavior under a surface explosion – Impact of the longitudinal joints shape29
Three-dimensional elasto-plastic damage model for gravelly soil-structure interface considering the shear coupling effect28
An analytical solution for the frost heaving force and displacement of a noncircular tunnel28
A modified equal-strain solution for consolidation behavior of composite foundation reinforced by precast concrete piles improved with cement-treated soil28
General failure envelope of eccentrically and obliquely loaded strip footings resting on an inherently anisotropic granular medium28
Effect of particle breakage on the behavior of soil-structure interface under constant normal stiffness condition with DEM28
Influences of spatial variability of hydrothermal properties on the freezing process in artificial ground freezing technique28
Corner and partition wall effects on the settlement of a historical building near a supported subway excavation in soft soil28
Ultimate bearing capacity of eccentrically loaded strip footings above voids in rock masses27
Novel Bayesian framework for calibration of spatially distributed physical-based landslide prediction models.27
Numerical modeling of the fractured zones around a blasthole27
A new approach for constructing two Bayesian network models for predicting the liquefaction of gravelly soil27
Time-dependent reliability analysis of rainfall-induced shallow landslides considering spatial variability of soil permeability27
Coarse-grained molecular dynamics simulations of clay compression27
Implicit numerical integration of highly nonlinear plasticity models27
GPDEM-based stochastic seismic response analysis of high concrete-faced rockfill dam with spatial variability of rockfill properties based on plastic deformation27
DEM investigation of the effect of hydrate morphology on the mechanical properties of hydrate-bearing sands27
Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method27
Influence of encasement length and geosynthetic stiffness on the performance of stone column: 3D DEM-FDM coupled numerical investigation27
Combined measure of geometry optimization and vegetation for expansive soil slopes27
A practical method for predicting ground surface deformation induced by the artificial ground freezing method27
Mechanical and failure characteristics of fissured marble specimens under true triaxial compression: Insights from 3-D numerical simulations27
Optimization of design parameters of displacement isolation piles constructed between a high-speed railway bridge and a double-line metro tunnel: From the view point of vibration isolation effect26
Two-phase SPH numerical study of pore-water pressure effect on debris flows mobility: Yu Tung debris flow26
Analytical forecasting of long-term railway track settlement26
A new method for calculating the direction of fracture propagation by stress numerical search based on the displacement discontinuity method26
Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation26
Implementation of a coupled FEM-SBFEM for soil-structure interaction analysis of large-scale 3D base-isolated nuclear structures26
Excavation-induced deformation and damage evolution of deep tunnels based on a realistic stress path26
Torsional dynamic response of a pipe pile in homogeneous unsaturated soils26
A methodology to predict the run-out distance of submarine landslides26
Prediction of maximum ground surface settlement induced by shield tunneling using XGBoost algorithm with golden-sine seagull optimization26
Stochastic analysis of dual tunnels in spatially random soil25
Refined 3D modelling of spatial-temporal distribution of excess pore water pressure induced by large diameter slurry shield tunneling25
Analytical analysis of the longitudinal response of shield tunnel lining considering ring-to-ring interaction25
Solid-like and liquid-like granular flows on inclined surfaces under vibration – Implications for earthquake-induced landslides25
Numerical study on the effect of meso-structure on hydraulic conductivity of soil-rock mixtures25
Numerical study on spalling failure of rock surrounding deep buried tunnel based on DEM25
A mathematical framework for multiphase poromechanics in multiple porosity media25
Modeling of flow characteristics in 3D rough rock fracture with geometry changes under confining stresses25
DEM and theoretical analyses of the face stability of shallow shield cross-river tunnels in silty fine sand25
Analytical prediction of time-dependent behavior for tunneling-induced ground movements and stresses subjected to surcharge loading based on rheological mechanics25
Discrete element modelling of desiccation cracking in thin clay layer under different basal boundary conditions25
A creep-fatigue model of rock salt and its application to the deformation analysis of CAES salt caverns25
Modeling of reactive acid transport in fractured porous media with the Extended–FEM based on Darcy-Brinkman-Forchheimer framework25
Analytical solution for displacement-dependent passive earth pressure on rigid walls with various wall movements in cohesionless soil25
Modelling the behaviour of sensitive clays experiencing large deformations using non-local regularisation techniques25
Rigorous solution for kinematic response of floating piles to vertically propagating S-waves25
Three-dimensional reliability analysis of unsaturated soil slope considering permeability rotated anisotropy random fields24
A constitutive model for crushable sands involving compression and shear induced particle breakage24
Numerical investigation on rock fragmentation under decoupled charge blasting24
An arrival time picker for microseismic rock fracturing waveforms and its quality control for automatic localization in tunnels24
CPT-based probabilistic liquefaction assessment considering soil spatial variability, interpolation uncertainty and model uncertainty24
A smoothed finite element method using second-order cone programming24
Fractal discrete fracture network model for the analysis of radon migration in fractured media24
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters24
Bearing capacity of a side-rounded suction caisson foundation under general loading in clay24
Impact of the initial crack volume on the intact behavior of a bonded particle model24
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model24
Finite element analysis of cyclic lateral responses for large diameter monopiles in clays under different loading patterns24
Combined finite-discrete element modellings of rockbursts in tunnelling under high in-situ stresses24
Damage analysis of the cut-off wall in a landslide dam based on centrifuge and numerical modeling24
Bearing capacity and failure of footing on anisotropic soil: A multiscale perspective24
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations24
Microfracture behavior and energy evolution of heterogeneous mudstone subjected to moisture diffusion24
A two-dimensional analytical model for organic contaminants transport in a transition layer-cutoff wall-aquifer system24
A discrete fracture network based modeling scheme for analyzing the stability of highly fractured rock slope24
3D discrete element simulation of a geotextile-encased stone column under uniaxial compression testing23
An improved VOF-DEM model for soil-water interaction with particle size scaling23
A stable node-based smoothed finite element method for stability analysis of two circular tunnels at different depths in cohesive-frictional soils23
Modeling acoustic emission in the Brazilian test using moment tensor inversion23
Face stability analysis of EPB shield tunnel in dense sand stratum considering the evolution of failure pattern23
A novel semi-analytical solution to ground reactions of deeply buried tunnels considering the nonlinear behavior of rocks23
A new simplified method for calculating short-term and long-term consolidation settlements of multi-layered soils considering creep limit23
Thermo-hydro-mechanical couplings controlling gas migration in heterogeneous and elastically-deformed coal23
Improved p-y curve models for large diameter and super-long cast-in-place piles using piezocone penetration test data23
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection23
A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method23
The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach23
Porochemothermoelastic solutions considering fully coupled thermo-hydro-mechanical-chemical processes to analyze the stability of inclined boreholes in chemically active porous media23
Discretization-based kinematical analysis of three-dimensional seismic active earth pressures under nonlinear failure criterion23
Semi-analytical solutions to the two-dimensional plane strain consolidation for unsaturated soil with the lateral semi-permeable drainage boundary under time-dependent loading23
Simplified solution for viscoelastic-plastic interaction between tunnel support and surrounding rock based on MC and GZZ strength criteria22
Extension of a basic hypoplastic model for overconsolidated clays22
Microscopic mechanism and analytical modeling of seepage-induced erosion in bimodal soils22
Bearing capacity evaluation for shallow foundations on unsaturated soils using discretization technique22
Undrained stability analysis of eccentrically loaded strip footing lying on layered slope by finite element limit analysis22
Unsaturated soil dynamics: Finite element solution including stress-induced anisotropy22
Comparison between typical numerical models for fluid flow and heat transfer through single rock fractures22
Lower Bound Finite Element Limit Analysis of Geo-Structures with Non-Associated Flow Rule22
A generalized Hellinger-Reissner variational principle and its PFEM formulation for dynamic analysis of saturated porous media22
Reliability and failure mechanism of a slope with non-stationarity and rotated transverse anisotropy in undrained soil strength22
Advances in the modeling of the soil–water characteristic curve using pore-scale analysis22
Failure mechanism analysis of rock in particle discrete element method simulation based on moment tensors22
Discrete element modeling of shear wave propagation using bender elements in confined granular materials of different grain sizes22
Anisotropy of elastic wave velocity influenced by particle shape and fabric anisotropy under K condition22
Thermal damage evolution of granite under slow and high-speed heating conditions22
Modelling rainfall-induced landslides from initiation of instability to post-failure22
Closed-form solution for excavation-induced ground settlement profile in clay22
Numerical modeling of coupled biochemical and thermal behavior of municipal solid waste in landfills22
The surface wave attenuation zone of periodic composite in-filled trenches and its isolation performance in train-induced ground vibration isolation22
Evaluation of dynamic compaction to improve saturated foundation based on the fluid-solid coupled method with soil cap model22
The influence of stress anisotropy and stress shadow on frost cracking in rock21
Procedure for assessing the liquefaction vulnerability of tailings dams21
An integrated parameter calibration method and sensitivity analysis of microparameters on mechanical behavior of transversely isotropic rocks21
Precision and computational costs of Level Set-Discrete Element Method (LS-DEM) with respect to DEM21
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics21
Mitigation of liquefaction-induced uplift of underground structures21
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact21
Surface subsidence characteristics of fully overlapping tunnels constructed using tunnel boring machine in a clay stratum21
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