Computers and Geotechnics

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
Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis	49
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
Isotropic damage constitutive model for time-dependent behaviour of tunnels in squeezing ground	48
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
Improved soil–structure interaction model considering time-lag effect	47
Hydromechanical modeling of solid deformation and fluid flow in the transversely isotropic fissured rocks	47
A grain-based model considering pre-existing cracks for modelling mechanical properties of crystalline rock	46
Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect	45
The role of discontinuities in rock slope stability: Insights from a combined finite-discrete element simulation	45
Clogging effect of fines in seepage erosion by using CFD–DEM	44
An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition	44
A new 2D continuous-discontinuous heat conduction model for modeling heat transfer and thermal cracking in quasi-brittle materials	43
Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process	42
Machine learning approaches for prediction of fine-grained soils liquefaction	41
Shear strength model of joints based on Gaussian smoothing method and macro-micro roughness	41
Two-phase dynamic MPM formulation for unsaturated soil	41
Thermo-Hydro-Mechanic-Chemical coupling model for hydrate-bearing sediment within a unified granular thermodynamic theory	41
Towards an improved analytical framework to estimate active earth pressure in narrow c – ϕ soils behind rotating walls about the base	40
3D DEM insights into the effect of particle overall regularity on macro and micro mechanical behaviours of dense sands	39
Modified Rayleigh-Love rod model for 3D dynamic analysis of large-diameter thin-walled pipe pile embedded in multilayered soils	39
Effects of desiccation cracks and vegetation on the shallow stability of a red clay cut slope under rainfall infiltration	38
Stability analysis of unsaturated soil slopes under reservoir drawdown and rainfall conditions: steady and transient state analysis	38
Quantification and characterizing of soil microstructure features by image processing technique	38
DEM analysis of small and small-to-medium strain shear modulus of sands	38
An enhanced tool for probing the microscopic behavior of granular materials based on X-ray micro-CT and FDEM	37
Numerical modelings of continuous shallow tunnels subject to reverse faulting and its verification through a centrifuge	37
Assessing debris flow impact on flexible ring net barrier: A coupled CFD-DEM study	37
Coupled thermal-hydrodynamic-mechanical–chemical numerical simulation for gas production from hydrate-bearing sediments based on hybrid finite volume and finite element method	37
Numerical simulation of forerunning fracture in saturated porous solids with hybrid FEM/Peridynamic model	37
DEM modeling of mini-triaxial test on soil-rock mixture considering particle shape effect	37
Response surface guided adaptive slope reliability analysis in spatially varying soils	37
Investigation on passive pile responses subject to adjacent tunnelling in anisotropic clay	36
An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media	36
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction	36
Influence of seepage and tunnel face opening on face support pressure of EPB shield	36
Determination of critical criterion of tensile-shear failure in Brazilian disc based on theoretical analysis and meso-macro numerical simulation	36
Risk assessment of soil slope failure considering copula-based rotated anisotropy random fields	36
Active lateral earth pressure of geosynthetic-reinforced retaining walls with inherently anisotropic frictional backfills subjected to strip footing loading	36
A three-dimensional mesoscale model for progressive time-dependent deformation and fracturing of brittle rock with application to slope stability	35
Investigating the mechanism of rock fracturing induced by high-pressure gas blasting with a hybrid continuum-discontinuum method	35
Dynamic process simulation of the Xiaogangjian rockslide occurred in shattered mountain based on 3DEC and DFN	35
Influences of spatial variability of hydrothermal properties on the freezing process in artificial ground freezing technique	35
CPT-based fully probabilistic seismic liquefaction potential assessment to reduce uncertainty: Integrating XGBoost algorithm with Bayesian theorem	35
A new soil reaction model for large-diameter monopiles in clay	35

Numerical simulation of the effect of moving loads on saturated subgrade soil	35
Investigating the effect of particle angularity on suffusion of gap-graded soil using coupled CFD-DEM	35
Non-uniqueness and uncertainty quantification of relative permeability measurements by inverse modelling	34
Investigation of the Material Point Method in the simulation of Cone Penetration Tests in dry sand	34
Longitudinal structural deformation mechanism of shield tunnel linings considering shearing dislocation of circumferential joints	34
A generalized complex variable method for multiple tunnels at great depth considering the interaction between linings and surrounding rock	34
An explicit coupled MPM formulation to simulate penetration problems in soils using quadrilateral elements	34
Numerical investigation on the evolution of landslide-induced river blocking using coupled DEM-CFD	34
A unified strain-hardening and strain-softening elastoplastic constitutive model for intact rocks	34
DEM study on the microscale and macroscale shear behaviours of granular materials with breakable and irregularly shaped particles	33
Vibration attenuation analysis of periodic underground barriers using complex band diagrams	33
Influence of weak inclusions on the fracturing and fractal behavior of a jointed rock mass containing an opening: Experimental and numerical studies	33
DEM simulation of rock creep in tunnels using Rate Process Theory	33
Seepage effect on failure mechanisms of the underwater tunnel face via CFD–DEM coupling	33
Three-dimensional seismic stability of slopes reinforced by soil nails	33
Displacement process analysis of deep tunnels with grouted rockbolts considering bolt installation time and bolt length	32
A modified equal-strain solution for consolidation behavior of composite foundation reinforced by precast concrete piles improved with cement-treated soil	32
Peridynamic micro-elastoplastic constitutive model and its application in the failure analysis of rock masses	32
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure	32
Expansion responses of a cylindrical cavity in overconsolidated unsaturated soils: A semi-analytical elastoplastic solution	31
Evolution of fabric anisotropy of granular soils: x-ray tomography measurements and theoretical modelling	31
Meta-modelling of coupled thermo-hydro-mechanical behaviour of hydrate reservoir	31
Implementation of a coupled FEM-SBFEM for soil-structure interaction analysis of large-scale 3D base-isolated nuclear structures	31
Coarse-grained molecular dynamics simulations of clay compression	31
Mechanical behavior of frozen soils: Experimental investigation and numerical modeling	31
Data augmentation for CNN-based probabilistic slope stability analysis in spatially variable soils	31
Prediction of maximum ground surface settlement induced by shield tunneling using XGBoost algorithm with golden-sine seagull optimization	31
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters	31
DEM investigation of the effect of hydrate morphology on the mechanical properties of hydrate-bearing sands	31
Effect of particle breakage on the behavior of soil-structure interface under constant normal stiffness condition with DEM	31
Numerical investigation on rock fragmentation under decoupled charge blasting	30
A new method for calculating the direction of fracture propagation by stress numerical search based on the displacement discontinuity method	30
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations	30
A new approach for constructing two Bayesian network models for predicting the liquefaction of gravelly soil	30
Implicit numerical integration of highly nonlinear plasticity models	30
Numerical investigation of blast-induced rock fragmentation	30
Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method	30
Numerical study of the segmental tunnel lining behavior under a surface explosion – Impact of the longitudinal joints shape	30
A two-dimensional analytical model for organic contaminants transport in a transition layer-cutoff wall-aquifer system	29
Salinity effects on the mechanical behaviour of methane hydrate bearing sediments: A DEM investigation	29
Torsional dynamic response of a pipe pile in homogeneous unsaturated soils	29
Excavation-induced deformation and damage evolution of deep tunnels based on a realistic stress path	29
Numerical study on spalling failure of rock surrounding deep buried tunnel based on DEM	29
General failure envelope of eccentrically and obliquely loaded strip footings resting on an inherently anisotropic granular medium	29
Time-dependent reliability analysis of rainfall-induced shallow landslides considering spatial variability of soil permeability	29
Three-dimensional elasto-plastic damage model for gravelly soil-structure interface considering the shear coupling effect	29
Modeling of flow characteristics in 3D rough rock fracture with geometry changes under confining stresses	29
A practical method for predicting ground surface deformation induced by the artificial ground freezing method	29
Influence of encasement length and geosynthetic stiffness on the performance of stone column: 3D DEM-FDM coupled numerical investigation	28
An analytical solution for the frost heaving force and displacement of a noncircular tunnel	28
Corner and partition wall effects on the settlement of a historical building near a supported subway excavation in soft soil	28
A methodology to predict the run-out distance of submarine landslides	28
Three-dimensional reliability analysis of unsaturated soil slope considering permeability rotated anisotropy random fields	28
Numerical simulation of rock bursts triggered by blasting disturbance for deep-buried tunnels in jointed rock masses	28
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 effect	28
Ultimate bearing capacity of eccentrically loaded strip footings above voids in rock masses	28
First order reliability-based design optimization of 3D pile-reinforced slopes with Pareto optimality	28
Analytical analysis of the longitudinal response of shield tunnel lining considering ring-to-ring interaction	28
An arrival time picker for microseismic rock fracturing waveforms and its quality control for automatic localization in tunnels	28
DEM and theoretical analyses of the face stability of shallow shield cross-river tunnels in silty fine sand	27
Seismic response of shield tunnel structure embedded in soil deposit with liquefiable interlayer	27
A new three-dimensional theoretical model for analysing the stability of vegetated slopes with different root architectures and planting patterns	27
A creep-fatigue model of rock salt and its application to the deformation analysis of CAES salt caverns	27
Simplified solution for viscoelastic-plastic interaction between tunnel support and surrounding rock based on MC and GZZ strength criteria	27
Modeling of reactive acid transport in fractured porous media with the Extended–FEM based on Darcy-Brinkman-Forchheimer framework	27
Modelling the behaviour of sensitive clays experiencing large deformations using non-local regularisation techniques	27
Two-phase SPH numerical study of pore-water pressure effect on debris flows mobility: Yu Tung debris flow	27
Analytical forecasting of long-term railway track settlement	27
Refined 3D modelling of spatial-temporal distribution of excess pore water pressure induced by large diameter slurry shield tunneling	27
GPDEM-based stochastic seismic response analysis of high concrete-faced rockfill dam with spatial variability of rockfill properties based on plastic deformation	27
Impact of the initial crack volume on the intact behavior of a bonded particle model	27
Analytical prediction of time-dependent behavior for tunneling-induced ground movements and stresses subjected to surcharge loading based on rheological mechanics	27
A novel semi-analytical solution to ground reactions of deeply buried tunnels considering the nonlinear behavior of rocks	27
Fractal discrete fracture network model for the analysis of radon migration in fractured media	27
Analytical solution for displacement-dependent passive earth pressure on rigid walls with various wall movements in cohesionless soil	27
Finite element analysis of cyclic lateral responses for large diameter monopiles in clays under different loading patterns	26
An improved VOF-DEM model for soil-water interaction with particle size scaling	26
Mechanical and failure characteristics of fissured marble specimens under true triaxial compression: Insights from 3-D numerical simulations	26
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	26
Bearing capacity evaluation for shallow foundations on unsaturated soils using discretization technique	26

Failure mechanism analysis of rock in particle discrete element method simulation based on moment tensors	26
Bearing capacity and failure of footing on anisotropic soil: A multiscale perspective	26
Numerical study on the effect of meso-structure on hydraulic conductivity of soil-rock mixtures	26
Rigorous solution for kinematic response of floating piles to vertically propagating S-waves	26
Discrete element modelling of desiccation cracking in thin clay layer under different basal boundary conditions	26
Comparison between typical numerical models for fluid flow and heat transfer through single rock fractures	26
An integrated parameter calibration method and sensitivity analysis of microparameters on mechanical behavior of transversely isotropic rocks	26
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process	26
Precision and computational costs of Level Set-Discrete Element Method (LS-DEM) with respect to DEM	26
Microfracture behavior and energy evolution of heterogeneous mudstone subjected to moisture diffusion	25
Combined finite-discrete element modellings of rockbursts in tunnelling under high in-situ stresses	25
3D DEM modeling on mechanical weakening of gas hydrate-bearing sandy sediments during hydrate dissociation	25
The surface wave attenuation zone of periodic composite in-filled trenches and its isolation performance in train-induced ground vibration isolation	25
Closed-form solution for excavation-induced ground settlement profile in clay	25
Unsaturated soil dynamics: Finite element solution including stress-induced anisotropy	25
Anisotropy of elastic wave velocity influenced by particle shape and fabric anisotropy under K condition	25
Modelling rainfall-induced landslides from initiation of instability to post-failure	25
A discrete fracture network based modeling scheme for analyzing the stability of highly fractured rock slope	25
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection	25
Damage analysis of the cut-off wall in a landslide dam based on centrifuge and numerical modeling	25
Analytical modeling for the load-transfer behavior of stiffened deep cement mixing (SDCM) pile with rigid cap in layer soils	25
Stochastic analysis of dual tunnels in spatially random soil	25
Porochemothermoelastic solutions considering fully coupled thermo-hydro-mechanical-chemical processes to analyze the stability of inclined boreholes in chemically active porous media	25
A scaled boundary finite element method procedure for arch dam-water-foundation rock interaction in complex layered half-space	25
Microscopic mechanism and analytical modeling of seepage-induced erosion in bimodal soils	25
A mathematical framework for multiphase poromechanics in multiple porosity media	25
A generalized Hellinger-Reissner variational principle and its PFEM formulation for dynamic analysis of saturated porous media	24
CPT-based probabilistic liquefaction assessment considering soil spatial variability, interpolation uncertainty and model uncertainty	24
Slope stability machine learning predictions on spatially variable random fields with and without factor of safety calculations	24
Predicting the permeability coefficient of polydispersed sand via coupled CFD–DEM simulations	24
Numerical study on the swelling and failure of red-layer mudstone subgrade caused by humidity diffusion	24
Optimization of site investigation program for reliability assessment of undrained slope using Spearman rank correlation coefficient	24
The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach	24
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction	24
Large deformation analysis of granular materials with stabilized and noise-free stress treatment in smoothed particle hydrodynamics (SPH)	24
Mechanical behaviour of Lac du Bonnet granite after high-temperature treatment using bonded-particle model and moment tensor	24
A stable node-based smoothed finite element method for stability analysis of two circular tunnels at different depths in cohesive-frictional soils	24
Numerical modeling of coupled biochemical and thermal behavior of municipal solid waste in landfills	23
Liquefaction of granular materials in constant-volume cyclic shearing: Transition between solid-like and fluid-like states	23
Prediction of ultimate bearing capacity of shallow foundations on cohesionless soil using hybrid LSTM and RVM approaches: An extended investigation of multicollinearity	23
Face stability analysis of EPB shield tunnel in dense sand stratum considering the evolution of failure pattern	23
A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method	23
A full-scale in situ heating test in Callovo-Oxfordian claystone: observations, analysis and interpretation	23
Improved p-y curve models for large diameter and super-long cast-in-place piles using piezocone penetration test data	23
Evaluation of 3D slope stability based on the minimum potential energy principle	23
Bearing capacity and failure mechanisms of two-tiered reinforced soil retaining walls under footing load	23
A new simplified method for calculating short-term and long-term consolidation settlements of multi-layered soils considering creep limit	23
Cross-sectional thermo-mechanical responses of energy piles	23
Effect of relative density of 2D granular materials on the arching effect through numerical trapdoor tests	22
The hydraulic fracturing with multiple influencing factors in carbonate fracture-cavity reservoirs	22
The support load analysis of deep-buried composite lining tunnel in rheological rock mass	22
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact	22
Advances in the modeling of the soil–water characteristic curve using pore-scale analysis	22
Dynamic response analysis of monopile offshore wind turbines to seismic and environmental loading considering the stiffness degradation of clay	22
Mechanisms of creep in shale from nanoscale to specimen scale	22
A direct time-domain procedure for the seismic analysis of dam–foundation–reservoir systems using the scaled boundary finite element method	22
Lower Bound Finite Element Limit Analysis of Geo-Structures with Non-Associated Flow Rule	22
Three-dimensional subsurface modeling using Geotechnical Lasso	22
Effects of deviator strain histories on liquefaction of loose sand using DEM	22
Analytical solution for lateral vibration of offshore pipe piles considering hydrodynamic pressure	22
A continuum grain-based model for intact and granulated Wombeyan marble	22
Analytical model for transient coupled consolidation and contaminant transport in landfill liner system	22
Study on water and salt migration and deformation properties of unsaturated saline soil under a temperature gradient considering salt adsorption: Numerical simulation and experimental verification	22
Efficient CPT locations for characterizing spatial variability of soil properties within a multilayer vertical cross-section using information entropy and Bayesian compressive sensing	22
SPH-DEM simulations of saturated granular soils liquefaction incorporating particles of irregular shape	22
Reliability and failure mechanism of a slope with non-stationarity and rotated transverse anisotropy in undrained soil strength	22
3D modelling of soil-rock mixtures considering the morphology and fracture characteristics of breakable blocks	22
Discontinuous deformation analysis with distributed bond for the modelling of rock deformation and failure	22
Analytical solutions considering tangential contact conditions for circular lined tunnels under longitudinally propagating shear waves	21
A comprehensive study of single-flawed granite hydraulically fracturing with laboratory experiments and flat-jointed bonded particle modeling	21
Efficient reliability analysis considering uncertainty in random field parameters: Trained neural networks as surrogate models	21
An analytical method for estimating horizontal transition probability matrix of coupled Markov chain for simulating geological uncertainty	21
Development of a finite-discrete element method with finite-strain elasto-plasticity and cohesive zone models for simulating the dynamic fracture of rocks	21
A plastic damage constitutive model for rock-like material focusing on the hydrostatic pressure induced damage and the interaction of tensile and shear damages under impact and blast loads	21
The influence of stress anisotropy and stress shadow on frost cracking in rock	21
A phase-change approach to landslide simulations: Coupling finite strain elastoplastic TLSPH with non-Newtonian IISPH	21
Soil-water strong coupled ISPH based on u	21
Non-linear spring model for backfill grout-consolidation behind shield tunnel lining	21
Texture synthesis: A novel method for generating digital models with heterogeneous diversity of rock materials and its CGM verification	21
Coupling irregular particles and fluid: Complex dynamics of granular flows	21
Numerical modeling of deformation and damage around underground excavation by phase-field method with hydromechanical coupling	21
Effect of soil spatial variability on failure mechanisms and undrained capacities of strip foundations under uniaxial loading	21
An exact solution to layered transversely isotropic poroelastic media under vertical rectangular moving loads	21
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences	21
Procedure for assessing the liquefaction vulnerability of tailings dams	21
Constructing a three-dimensional creep model for rocks and soils based on memory-dependent derivatives: A theoretical and experimental study	21
Time-dependent deformation and failure of granite based on the virtual crack incorporated numerical manifold method	21
Analytical models of impact force-time response generated from high strain dynamic load test on driven and helical piles	21
Predicting uniaxial tensile strength of expansive soil with ensemble learning methods	21
Timoshenko-beam-based response of existing tunnel to single tunneling underneath and numerical verification of opening and dislocation	21
Microstructural effects on the wetting-induced collapse in compacted loess	21
A physics-informed deep neural network for surrogate modeling in classical elasto-plasticity	21
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics	21
Filtering property of periodic pile barriers under moving loads	21
Post-failure process and kinematic behavior of two landslides: Case study and material point analyses	21