Computers and Geotechnics

Article	Citations
Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics	184
Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels	135
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model	134
A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects	128
Modeling the entire progressive failure process of rock slopes using a strength-based criterion	111
Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations	91
Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: From solid fracture to granular behaviour and multiphase flows in porous media	88
Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review	79
Effects of gravel content and shape on shear behaviour of soil-rock mixture: Experiment and DEM modelling	76
Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil	75
Analysis method of water inrush for tunnels with damaged water-resisting rock mass based on finite element method-smooth particle hydrodynamics coupling	72
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework	69
Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks	65
GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics	64
Vertical vibration of a floating pile considering the incomplete bonding effect of the pile-soil interface	64
Excess pore water pressure caused by the installation of jet grouting columns in clay	63
Stratigraphic uncertainty modelling with random field approach	62
Machine learning aided stochastic reliability analysis of spatially variable slopes	56
Modeling of fluid-particle interaction by coupling the discrete element method with a dynamic fluid mesh: Implications to suffusion in gap-graded soils	56
Modeling humidity and stress-dependent subgrade soils in flexible pavements	54
Stress-dependent water retention of granite residual soil and its implications for ground settlement	54
DEM exploration of the effect of particle shape on particle breakage in granular assemblies	54
Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling	53
DEM study on the effect of roundness on the shear behaviour of granular materials	53
A homogenization equation for the small strain stiffness of gap-graded granular materials	53

A modified HJC model for improved dynamic response of brittle materials under blasting loads	51
Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming	50
Numerical analysis of the cyclic loading behavior of monopile and hybrid pile foundation	49
Behaviour of a PVD unit cell under vacuum pressure and a new method for consolidation analysis	49
Study on the effect of particle morphology on single particle breakage using a combined finite-discrete element method	48
Simulation and verification of landslide tsunamis using a 3D SPH-DEM coupling method	48
Complex hydraulic-fracture-network propagation in a naturally fractured reservoir	48
Seismic response of monopile-supported offshore wind turbines under combined wind, wave and hydrodynamic loads at scoured sites	48
Effects of pile and soil properties on thermally induced mechanical responses of energy piles	47
Estimation of trend and random components of conditional random field using Gaussian process regression	47
Probabilistic stability analyses of multi-stage soil slopes by bivariate random fields and finite element methods	47
Improved soil–structure interaction model considering time-lag effect	47
Analysis of rock slope stability under rainfall conditions considering the water-induced weakening of rock	46
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming	46
Dynamic interaction of soil and end-bearing piles in sloping ground: Numerical simulation and analytical solution	46
Hydromechanical modeling of solid deformation and fluid flow in the transversely isotropic fissured rocks	46
Study of microstructure effect on the nonlinear mechanical behavior and failure process of rock using an image-based-FDEM model	46
Effect of fluid pressure heterogeneity on injection-induced fracture activation	45
Analysis of geosynthetic-reinforced pile-supported embankment with soil-structure interaction models	45
Consolidation of unsaturated composite ground reinforced by permeable columns	45
Kriging based reliability and sensitivity analysis – Application to the stability of an earth dam	45
Investigation of the dynamic process of the Xinmo landslide using the discrete element method	44
Numerical study of the performance of jet grout piles for braced excavations in soft clay	43
Investigation of three sophisticated constitutive soil models: From numerical formulations to element tests and the analysis of vibratory pile driving tests	43
Creep constitutive model considering the overstress theory with an associative viscoplastic flow rule	43
Numerical simulation of dynamic water grouting using quick-setting slurry in rock fracture: the Sequential Diffusion and Solidification (SDS) method	43
Mesoscopic time-dependent behavior of rocks based on three-dimensional discrete element grain-based model	42
Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects	42
An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition	42
Rock fragmentation induced by a TBM disc-cutter considering the effects of joints: A numerical simulation by DEM	42
Experimental and numerical investigation on nonlinear flow behaviour through three dimensional fracture intersections and fracture networks	41
Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis	41
Assessing the stability of rock slopes with respect to flexural toppling failure using a limit equilibrium model and genetic algorithm	40
A FDEM 3D moisture migration-fracture model for simulation of soil shrinkage and desiccation cracking	40
A new 2D continuous-discontinuous heat conduction model for modeling heat transfer and thermal cracking in quasi-brittle materials	40
Effect of particle shape on the development of 2D soil arching	39
A grain-based model considering pre-existing cracks for modelling mechanical properties of crystalline rock	38
CFD-DEM modeling of suffusion effect on undrained behavior of internally unstable soils	38
Isotropic damage constitutive model for time-dependent behaviour of tunnels in squeezing ground	37
Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect	37
Image-based calibration of rolling resistance in discrete element models of sand	36
Numerical investigation on the shear behavior of rock-like materials containing fissure-holes with FEM-CZM method	36
Influence of soil spatial variability on the response of strip footing on geocell-reinforced slope	36
A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation	36
Long-term deformations of monopile foundations for offshore wind turbines studied with a high-cycle accumulation model	35
Effect of mechanical heterogeneity on hydraulic fracture propagation in unconventional gas reservoirs	35
Towards an improved analytical framework to estimate active earth pressure in narrow c – ϕ soils behind rotating walls about the base	35
A coupled chemo-elastic cohesive zone model for backfill-rock interface	35
Modified Rayleigh-Love rod model for 3D dynamic analysis of large-diameter thin-walled pipe pile embedded in multilayered soils	35
Improved analytical method for pile response due to foundation pit excavation	35

A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay	34
Investigation on passive pile responses subject to adjacent tunnelling in anisotropic clay	34
DEM modelling to assess internal stability of gap-graded assemblies of spherical particles under various relative densities, fine contents and gap ratios	34
Shear strength model of joints based on Gaussian smoothing method and macro-micro roughness	34
Response surface guided adaptive slope reliability analysis in spatially varying soils	34
Non-uniqueness and uncertainty quantification of relative permeability measurements by inverse modelling	34
Assessing debris flow impact on flexible ring net barrier: A coupled CFD-DEM study	34
The importance of boundary conditions on the modelling of energy retaining walls	33
An enhanced tool for probing the microscopic behavior of granular materials based on X-ray micro-CT and FDEM	33
Numerical simulation of temporarily plugging staged fracturing (TPSF) based on cohesive zone method	33
Numerical modelings of continuous shallow tunnels subject to reverse faulting and its verification through a centrifuge	33
A scalable parallel computing SPH framework for predictions of geophysical granular flows	33
The role of discontinuities in rock slope stability: Insights from a combined finite-discrete element simulation	32
FDEM numerical modeling of failure mechanisms of anisotropic rock masses around deep tunnels	32
A new semi-numerical method for elastoplastic analysis of a circular tunnel excavated in a Hoek–Brown strain-softening rock mass considering the blast-induced damaged zone	32
Kinematic response of an end-bearing pile subjected to vertical P-wave considering the three-dimensional wave scattering	32
3D DEM insights into the effect of particle overall regularity on macro and micro mechanical behaviours of dense sands	32
Simplified analysis method for predicting the influence of deep excavation on existing tunnels	32
Two-phase dynamic MPM formulation for unsaturated soil	32
Key-block based analytical stability method for discontinuous rock slope subjected to toppling failure	32
Analysis and modelling of longitudinal deformation profiles of tunnels excavated in strain-softening time-dependent rock masses	32
Simulation-based investigation on the accuracy of discrete fracture network (DFN) representation	32
Determination of critical criterion of tensile-shear failure in Brazilian disc based on theoretical analysis and meso-macro numerical simulation	32
Deep learning methods for time-dependent reliability analysis of reservoir slopes in spatially variable soils	32
Effect of tamping operation on mechanical qualities of ballast bed based on DEM-MBD coupling method	31
Smooth particle hydrodynamics and discrete element method coupling scheme for the simulation of debris flows	31
A DEM approach to study desiccation processes in slurry soils	31
Effects of soil arching on behavior of pile-supported railway embankment: 2D FEM approach	31
Analytical solution for the response of an existing tunnel induced by above-crossing shield tunneling	31
Theoretical prediction model for deformations caused by construction of new tunnels undercrossing existing tunnels based on the equivalent layered method	31
True triaxial test and PFC3D-GBM simulation study on mechanical properties and fracture evolution mechanisms of rock under high stresses	31
Influence of seepage and tunnel face opening on face support pressure of EPB shield	31
Peridynamic micro-elastoplastic constitutive model and its application in the failure analysis of rock masses	31
Exploring the effect of engineering parameters on the penetration of hydraulic fractures through bedding planes in different propagation regimes	31
Experimental-numerical investigation on grout diffusion and washout in rough rock fractures under flowing water	31
Effects of desiccation cracks and vegetation on the shallow stability of a red clay cut slope under rainfall infiltration	31
The impact of evaporation induced cracks and precipitation on temporal slope stability	31
Comparative study of stochastic slope stability analysis based on conditional and unconditional random field	31
A three-dimensional mesoscale model for progressive time-dependent deformation and fracturing of brittle rock with application to slope stability	31
Influences of piles on the ground vibration considering the train-track-soil dynamic interactions	31
Mitigating ballast degradation with under-sleeper rubber pads: Experimental and numerical perspectives	31
Expansion responses of a cylindrical cavity in overconsolidated unsaturated soils: A semi-analytical elastoplastic solution	30
Long-term deformation of railway tracks considering train-track interaction and non-linear resilient behaviour of aggregates – a 3D FEM implementation	30
Numerical investigation on the evolution of landslide-induced river blocking using coupled DEM-CFD	30
Quantification and characterizing of soil microstructure features by image processing technique	30
Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process	30
DEM study on the microscale and macroscale shear behaviours of granular materials with breakable and irregularly shaped particles	29
Vertical vibration of a circular foundation in a transversely isotropic poroelastic soil	29
Complex variable analytical prediction for ground deformation and lining responses due to shield tunneling considering groundwater level variation in clays	29
Displacement process analysis of deep tunnels with grouted rockbolts considering bolt installation time and bolt length	29
Geometry nature of hydraulic fracture propagation from oriented perforations and implications for directional hydraulic fracturing	29
Coupled thermal-hydrodynamic-mechanical–chemical numerical simulation for gas production from hydrate-bearing sediments based on hybrid finite volume and finite element method	29
Meta-modelling of coupled thermo-hydro-mechanical behaviour of hydrate reservoir	29
Dynamic process simulation of the Xiaogangjian rockslide occurred in shattered mountain based on 3DEC and DFN	29
Probabilistic soil classification and stratification in a vertical cross-section from limited cone penetration tests using random field and Monte Carlo simulation	28
Seepage effect on failure mechanisms of the underwater tunnel face via CFD–DEM coupling	28
Permeability anisotropy of methane hydrate-bearing sands: Insights from CT scanning and pore network modelling	28
Large-strain analysis of vertical drain-improved soft deposit consolidation considering smear zone, well resistance, and creep effects	28
Stability analysis of unsaturated soil slopes under reservoir drawdown and rainfall conditions: steady and transient state analysis	28
Finite element analysis of helical piles subjected to axial impact loading	28
Three-dimensional seismic stability of slopes reinforced by soil nails	28
DEM simulation of the size effect on the wetting deformation of rockfill materials based on single-particle crushing tests	28
DEM analysis of small and small-to-medium strain shear modulus of sands	28
Undrained seismic bearing capacity of strip footings lying on two-layered slopes	28
Vibration mitigation in saturated soil by periodic in-filled pipe pile barriers	27
Numerical study of the segmental tunnel lining behavior under a surface explosion – Impact of the longitudinal joints shape	27
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure	27
Analytical solution for one-dimensional electro-osmotic consolidation of double–layered system	27
Investigation of the Material Point Method in the simulation of Cone Penetration Tests in dry sand	27
Kinematic limit analysis of three-dimensional unsaturated soil slopes reinforced with a row of piles	27
DEM simulation of rock creep in tunnels using Rate Process Theory	27
Vibration attenuation analysis of periodic underground barriers using complex band diagrams	27
Clogging effect of fines in seepage erosion by using CFD–DEM	27
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction	27
An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media	27
Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off	27
Numerical simulation of forerunning fracture in saturated porous solids with hybrid FEM/Peridynamic model	27
Salinity effects on the mechanical behaviour of methane hydrate bearing sediments: A DEM investigation	27
Numerical investigation of blast-induced rock fragmentation	27
Investigating the effect of particle angularity on suffusion of gap-graded soil using coupled CFD-DEM	27

Implicit numerical integration of highly nonlinear plasticity models	26
Experimental and numerical modeling of the shear behavior of filled rough joints	26
A generalized complex variable method for multiple tunnels at great depth considering the interaction between linings and surrounding rock	26
Influence of weak inclusions on the fracturing and fractal behavior of a jointed rock mass containing an opening: Experimental and numerical studies	26
Peridynamic simulation on fracture mechanical behavior of granite containing a single fissure after thermal cycling treatment	26
CPT-based fully probabilistic seismic liquefaction potential assessment to reduce uncertainty: Integrating XGBoost algorithm with Bayesian theorem	26
Parametric analysis and optimization of T-shaped and conventional deep cement mixing column-supported embankments	26
The energy transformation of internal erosion based on fluid-particle coupling	26
Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil	26
Numerical modeling of the fractured zones around a blasthole	26
General failure envelope of eccentrically and obliquely loaded strip footings resting on an inherently anisotropic granular medium	26
Probabilistic characterization of the soil-water retention curve and hydraulic conductivity and its application to slope reliability analysis	26
Numerical simulation of rockfall trajectory with consideration of arbitrary shapes of falling rocks and terrain	26
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	25
A modified equal-strain solution for consolidation behavior of composite foundation reinforced by precast concrete piles improved with cement-treated soil	25
Ultimate bearing capacity of eccentrically loaded strip footings above voids in rock masses	25
A mathematical framework for multiphase poromechanics in multiple porosity media	25
Effects of barrier deformability on load reduction and energy dissipation of granular flow impact	25
Time-dependent reliability analysis of rainfall-induced shallow landslides considering spatial variability of soil permeability	25
Finite-element upper-bound analysis of seismic slope stability considering pseudo-dynamic approach	25
Thermal and hydraulic analysis of selective artificial ground freezing using air insulation: Experiment and modeling	25
DEM investigation of the effect of hydrate morphology on the mechanical properties of hydrate-bearing sands	25
Active lateral earth pressure of geosynthetic-reinforced retaining walls with inherently anisotropic frictional backfills subjected to strip footing loading	25
Longitudinal structural deformation mechanism of shield tunnel linings considering shearing dislocation of circumferential joints	25
Evolution of fabric anisotropy of granular soils: x-ray tomography measurements and theoretical modelling	25
Corner and partition wall effects on the settlement of a historical building near a supported subway excavation in soft soil	24
Numerical study on the effect of meso-structure on hydraulic conductivity of soil-rock mixtures	24
Two-phase SPH numerical study of pore-water pressure effect on debris flows mobility: Yu Tung debris flow	24
Investigating the interaction of hydraulic fracture with pre-existing joints based on lattice spring modeling	24
Centrifuge and numerical modelling of stress transfer mechanisms and settlement of pile group due to twin stacked tunnelling with different construction sequences	24
A practical method for predicting ground surface deformation induced by the artificial ground freezing method	24
Mechanical and failure characteristics of fissured marble specimens under true triaxial compression: Insights from 3-D numerical simulations	24
Risk assessment of soil slope failure considering copula-based rotated anisotropy random fields	24
Analytical forecasting of long-term railway track settlement	24
Combined measure of geometry optimization and vegetation for expansive soil slopes	24
GPDEM-based stochastic seismic response analysis of high concrete-faced rockfill dam with spatial variability of rockfill properties based on plastic deformation	24
Solid-like and liquid-like granular flows on inclined surfaces under vibration – Implications for earthquake-induced landslides	24
A methodology to predict the run-out distance of submarine landslides	24
A new soil reaction model for large-diameter monopiles in clay	24
Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method	24
Effect of soil variability on nonlinear site response predictions: Application to the Lotung site	24
A new method for calculating the direction of fracture propagation by stress numerical search based on the displacement discontinuity method	23
A two-dimensional analytical model for organic contaminants transport in a transition layer-cutoff wall-aquifer system	23
Damage analysis of the cut-off wall in a landslide dam based on centrifuge and numerical modeling	23
An analytical solution for the frost heaving force and displacement of a noncircular tunnel	23
Porochemothermoelastic solutions considering fully coupled thermo-hydro-mechanical-chemical processes to analyze the stability of inclined boreholes in chemically active porous media	23
Semi-analytical solutions to the two-dimensional plane strain consolidation for unsaturated soil with the lateral semi-permeable drainage boundary under time-dependent loading	23
Numerical study on spalling failure of rock surrounding deep buried tunnel based on DEM	23
Novel Bayesian framework for calibration of spatially distributed physical-based landslide prediction models.	23
A constitutive model for crushable sands involving compression and shear induced particle breakage	23
Modeling acoustic emission in the Brazilian test using moment tensor inversion	23
A new approach for constructing two Bayesian network models for predicting the liquefaction of gravelly soil	23
Excavation-induced deformation and damage evolution of deep tunnels based on a realistic stress path	23
Influence of encasement length and geosynthetic stiffness on the performance of stone column: 3D DEM-FDM coupled numerical investigation	23
Investigating the mechanism of rock fracturing induced by high-pressure gas blasting with a hybrid continuum-discontinuum method	23
A stable node-based smoothed finite element method for stability analysis of two circular tunnels at different depths in cohesive-frictional soils	23
An explicit coupled MPM formulation to simulate penetration problems in soils using quadrilateral elements	23
Undrained true triaxial response of initially anisotropic particulate assemblies using CFM-DEM	23
Modeling of flow characteristics in 3D rough rock fracture with geometry changes under confining stresses	22
Torsional dynamic response of a pipe pile in homogeneous unsaturated soils	22
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	22
A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method	22
Undrained stability analysis of eccentrically loaded strip footing lying on layered slope by finite element limit analysis	22
Three-dimensional elasto-plastic damage model for gravelly soil-structure interface considering the shear coupling effect	22
Mechanical behavior of frozen soils: Experimental investigation and numerical modeling	22
Modelling rainfall-induced landslides from initiation of instability to post-failure	22
Rigorous solution for kinematic response of floating piles to vertically propagating S-waves	22
Stochastic analysis of dual tunnels in spatially random soil	22
Numerical modeling of coupled biochemical and thermal behavior of municipal solid waste in landfills	22
A smoothed finite element method using second-order cone programming	22
A new simplified method for calculating short-term and long-term consolidation settlements of multi-layered soils considering creep limit	22
Discretization-based kinematical analysis of three-dimensional seismic active earth pressures under nonlinear failure criterion	22
Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation	22
Growth of three-dimensional fractures, arrays, and networks in brittle rocks under tension and compression	22
Influence of a weak layer on the tunnel face stability – Reliability and sensitivity analysis	22
Numerical simulation of the effect of moving loads on saturated subgrade soil	22
3D discrete element simulation of a geotextile-encased stone column under uniaxial compression testing	21
Time-dependent deformation and failure of granite based on the virtual crack incorporated numerical manifold method	21
Fractal discrete fracture network model for the analysis of radon migration in fractured media	21
Bearing capacity and failure of footing on anisotropic soil: A multiscale perspective	21
Modelling the behaviour of sensitive clays experiencing large deformations using non-local regularisation techniques	21
Analytical prediction of time-dependent behavior for tunneling-induced ground movements and stresses subjected to surcharge loading based on rheological mechanics	21
Advances in the modeling of the soil–water characteristic curve using pore-scale analysis	21
DEM modeling of mini-triaxial test on soil-rock mixture considering particle shape effect	21
Simplified solution for viscoelastic-plastic interaction between tunnel support and surrounding rock based on MC and GZZ strength criteria	21
The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach	21
Modeling of reactive acid transport in fractured porous media with the Extended–FEM based on Darcy-Brinkman-Forchheimer framework	21
DEM and theoretical analyses of the face stability of shallow shield cross-river tunnels in silty fine sand	21
Discrete element modelling of desiccation cracking in thin clay layer under different basal boundary conditions	21
Coarse-grained molecular dynamics simulations of clay compression	21
Evaluation of dynamic compaction to improve saturated foundation based on the fluid-solid coupled method with soil cap model	21
Bearing capacity of a side-rounded suction caisson foundation under general loading in clay	21
Extension of a basic hypoplastic model for overconsolidated clays	21
Face stability analysis of EPB shield tunnel in dense sand stratum considering the evolution of failure pattern	21
Granular viscosity from plastic yield surfaces: The role of the deformation type in granular flows	20