Computers and Geotechnics

(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. 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
Stratigraphic uncertainty modelling with random field approach49
Multiscale strength reduction method for heterogeneous slope using hierarchical FEM/DEM modeling49
Modeling humidity and stress-dependent subgrade soils in flexible pavements49
GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics48
Modeling of fluid-particle interaction by coupling the discrete element method with a dynamic fluid mesh: Implications to suffusion in gap-graded soils48
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
Upper-bound solutions for the face stability of a non-circular NATM tunnel in clays with a linearly increasing undrained shear strength with depth41
A fully coupled thermo-poro-mechanical finite element analysis to predict the thermal pressurization and thermally induced pore fluid flow in soil media41
DEM exploration of the effect of particle shape on particle breakage in granular assemblies40
DEM study on the effect of roundness on the shear behaviour of granular materials40
Analysis of geosynthetic-reinforced pile-supported embankment with soil-structure interaction models40
Vertical vibration of a floating pile considering the incomplete bonding effect of the pile-soil interface40
Subset simulation for efficient slope reliability analysis involving copula-based cross-correlated random fields40
Numerical analysis of the cyclic loading behavior of monopile and hybrid pile foundation39
A cohesive discrete element based approach to characterizing the shear behavior of cohesive soil and clay-infilled rock joints39
Determination of critical tunnel heading pressures using stability factors39
Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling39
An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition39
A modified HJC model for improved dynamic response of brittle materials under blasting loads38
Analytical analysis of the mechanical and hydrological effects of vegetation on shallow slope stability38
Simulation of the inclined jointed rock mass behaviors in a mountain tunnel excavation using DDA38
Investigation of the dynamic process of the Xinmo landslide using the discrete element method38
A three-dimensional numerical meso-approach to modeling time-independent deformation and fracturing of brittle rocks38
Energy-based prediction of volume loss ratio and plastic zone dimension of shallow tunnelling37
Consolidation of unsaturated composite ground reinforced by permeable columns37
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming37
Probabilistic stability analyses of multi-stage soil slopes by bivariate random fields and finite element methods37
Kriging based reliability and sensitivity analysis – Application to the stability of an earth dam37
Heat, water and solute transfer in saline loess under uniaxial freezing condition36
Effect of fluid pressure heterogeneity on injection-induced fracture activation36
Complex hydraulic-fracture-network propagation in a naturally fractured reservoir36
Analysis of rock slope stability under rainfall conditions considering the water-induced weakening of rock35
Thermo-hydro-mechanical modeling of artificial ground freezing taking into account the salinity of the saturating fluid35
Experimental and numerical investigation on nonlinear flow behaviour through three dimensional fracture intersections and fracture networks35
Simulation and verification of landslide tsunamis using a 3D SPH-DEM coupling method35
Elastic-slip interface effect on dynamic stress around twin tunnels in soil medium subjected to blast waves35
A numerical large strain solution for circular tunnels excavated in strain-softening rock masses35
Shallow slope stability evolution during rainwater infiltration considering soil cracking state34
An analytical model to predict the limit support pressure on a deep shield tunnel face34
A comprehensive parametric study of LBM-DEM for immersed granular flows34
On the initiation, propagation and reorientation of simultaneously-induced multiple hydraulic fractures34
Evaluation of impact force of rock landslides acting on structures using discontinuous deformation analysis34
Creep constitutive model considering the overstress theory with an associative viscoplastic flow rule34
A cohesive grain based model to simulate shear behaviour of rock joints with asperity damage in polycrystalline rock34
Numerical simulation of dynamic water grouting using quick-setting slurry in rock fracture: the Sequential Diffusion and Solidification (SDS) method34
Study of microstructure effect on the nonlinear mechanical behavior and failure process of rock using an image-based-FDEM model34
Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects34
Numerical study of the performance of jet grout piles for braced excavations in soft clay34
Stress transfer mechanisms and settlement of a floating pile due to adjacent multi-propped deep excavation in dry sand33
Hydro-mechanical coupling in unsaturated soils covering a non-deformable structure33
Effect of particle shape on the development of 2D soil arching32
Vibration mitigation in saturated soil by periodic pile barriers32
An ABAQUS toolbox for soil-structure interaction analysis32
Assessing the stability of rock slopes with respect to flexural toppling failure using a limit equilibrium model and genetic algorithm32
Rock fragmentation induced by a TBM disc-cutter considering the effects of joints: A numerical simulation by DEM32
An analytical model of loosening earth pressure in front of tunnel face for deep-buried shield tunnels in sand31
Estimation of trend and random components of conditional random field using Gaussian process regression31
CFD-DEM modeling of suffusion effect on undrained behavior of internally unstable soils30
Shear strength model of joints based on Gaussian smoothing method and macro-micro roughness30
Kinematic response of an end-bearing pile subjected to vertical P-wave considering the three-dimensional wave scattering30
Investigation of three sophisticated constitutive soil models: From numerical formulations to element tests and the analysis of vibratory pile driving tests30
Undrained seismic bearing capacity of strip footing placed on homogeneous and heterogeneous soil slopes by finite element limit analysis30
Reliability-based analysis of braced excavation in unsaturated soils considering conditional spatial variability30
The virtual element method strength reduction technique for the stability analysis of stony soil slopes30
An analytical model for estimating the force and displacement of fully grouted rock bolts30
Influence of rotated anisotropy on slope reliability evaluation using conditional random field30
A general framework for coupled hydro-mechanical modelling of rainfall-induced instability in unsaturated slopes with multivariate random fields30
Numerical simulation of temporarily plugging staged fracturing (TPSF) based on cohesive zone method30
A grain-based model considering pre-existing cracks for modelling mechanical properties of crystalline rock30
Influence of soil spatial variability on the response of strip footing on geocell-reinforced slope29
Numerical investigation on the shear behavior of rock-like materials containing fissure-holes with FEM-CZM method29
A scalable parallel computing SPH framework for predictions of geophysical granular flows29
Improved analytical method for pile response due to foundation pit excavation29
Investigation of dilatancy angle effects on slope stability using the 3D finite element method strength reduction technique29
DEM modelling to assess internal stability of gap-graded assemblies of spherical particles under various relative densities, fine contents and gap ratios29
An enhanced tool for probing the microscopic behavior of granular materials based on X-ray micro-CT and FDEM29
Long-term deformations of monopile foundations for offshore wind turbines studied with a high-cycle accumulation model29
A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation29
Assessing debris flow impact on flexible ring net barrier: A coupled CFD-DEM study29
A FDEM 3D moisture migration-fracture model for simulation of soil shrinkage and desiccation cracking28
Isotropic damage constitutive model for time-dependent behaviour of tunnels in squeezing ground28
A degradation–consolidation model for the stabilization behavior of landfilled municipal solid waste28
A DEM approach to study desiccation processes in slurry soils28
A comprehensive study of fracture evolution of brittle rock containing an inverted U-shaped cavity under uniaxial compression28
Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect28
Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis28
A coupled chemo-elastic cohesive zone model for backfill-rock interface28
Non-uniqueness and uncertainty quantification of relative permeability measurements by inverse modelling28
Effects of pile and soil properties on thermally induced mechanical responses of energy piles28
Vertical vibration of a circular foundation in a transversely isotropic poroelastic soil28
Analysis and modelling of longitudinal deformation profiles of tunnels excavated in strain-softening time-dependent rock masses27
Pseudo-dynamic lateral earth pressures on rigid walls with varying cohesive-frictional backfill27
Long-term deformation of railway tracks considering train-track interaction and non-linear resilient behaviour of aggregates – a 3D FEM implementation27
Meta-modelling of coupled thermo-hydro-mechanical behaviour of hydrate reservoir27
Simplified analysis method for predicting the influence of deep excavation on existing tunnels27
Modified Rayleigh-Love rod model for 3D dynamic analysis of large-diameter thin-walled pipe pile embedded in multilayered soils27
Simulating realistic geological stratigraphy using direction-dependent coupled Markov chain model27
Smooth particle hydrodynamics and discrete element method coupling scheme for the simulation of debris flows27
A study on Bonded Block Model (BBM) complexity for simulation of laboratory-scale stress-strain behavior in granitic rocks27
Evaluation of twin tunnel-induced surface ground deformation by empirical and numerical analyses (NATM part of Eurasia tunnel, Turkey)27
Analytical study of the dynamic response of a double-beam model for a geosynthetic-reinforced embankment under traffic loads27
Estimations of active and passive earth thrusts of non-homogeneous frictional soils using a discretisation technique27
DEM analysis of small and small-to-medium strain shear modulus of sands26
Seismic response of monopile-supported offshore wind turbines under combined wind, wave and hydrodynamic loads at scoured sites26
Comparative study of stochastic slope stability analysis based on conditional and unconditional random field26
A new 2D continuous-discontinuous heat conduction model for modeling heat transfer and thermal cracking in quasi-brittle materials26
Experimental-numerical investigation on grout diffusion and washout in rough rock fractures under flowing water26
Investigation on passive pile responses subject to adjacent tunnelling in anisotropic clay26
Undrained seismic bearing capacity of strip footings lying on two-layered slopes26
Towards an improved analytical framework to estimate active earth pressure in narrow c – ϕ soils behind rotating walls about the base26
Image-based calibration of rolling resistance in discrete element models of sand26
Proposed solution for the ground reaction of non-circular tunnels in an elastic-perfectly plastic rock mass26
Effect of mechanical heterogeneity on hydraulic fracture propagation in unconventional gas reservoirs26
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 zone26
Peridynamic micro-elastoplastic constitutive model and its application in the failure analysis of rock masses26
Influences of piles on the ground vibration considering the train-track-soil dynamic interactions26
Key-block based analytical stability method for discontinuous rock slope subjected to toppling failure26
Modeling multivariate distribution of multiple soil parameters using vine copula model25
Mitigating ballast degradation with under-sleeper rubber pads: Experimental and numerical perspectives25
Geometry nature of hydraulic fracture propagation from oriented perforations and implications for directional hydraulic fracturing25
Effects of soil arching on behavior of pile-supported railway embankment: 2D FEM approach25
Influence of heterogeneity on thermo-mechanical behaviour of rocks25
Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process25
Complex variable analytical prediction for ground deformation and lining responses due to shield tunneling considering groundwater level variation in clays25
The importance of boundary conditions on the modelling of energy retaining walls25
Three-dimensional seismic stability of slopes reinforced by soil nails25
DEM simulation of the size effect on the wetting deformation of rockfill materials based on single-particle crushing tests24
Two-phase dynamic MPM formulation for unsaturated soil24
Non-orthogonal elastoplastic constitutive model with the critical state for clay24
Response surface guided adaptive slope reliability analysis in spatially varying soils24
The impact of evaporation induced cracks and precipitation on temporal slope stability24
A three-dimensional mesoscale model for progressive time-dependent deformation and fracturing of brittle rock with application to slope stability24
Structural degradation of sands during cyclic liquefaction: Insight from DEM simulations24
Use of unsaturated small-strain soil stiffness to the design of wall deflection and ground movement adjacent to deep excavation24
Theoretical prediction model for deformations caused by construction of new tunnels undercrossing existing tunnels based on the equivalent layered method24
Effect of tamping operation on mechanical qualities of ballast bed based on DEM-MBD coupling method24
Influence of weak inclusions on the fracturing and fractal behavior of a jointed rock mass containing an opening: Experimental and numerical studies24
Kinematic limit analysis of three-dimensional unsaturated soil slopes reinforced with a row of piles24
Expansion responses of a cylindrical cavity in overconsolidated unsaturated soils: A semi-analytical elastoplastic solution24
Probabilistic bearing capacity of strip footing on reinforced soil slope24
Displacement process analysis of deep tunnels with grouted rockbolts considering bolt installation time and bolt length24
Influence of seepage and tunnel face opening on face support pressure of EPB shield24
Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off24
Vibration mitigation in saturated soil by periodic in-filled pipe pile barriers23
Thermal and hydraulic analysis of selective artificial ground freezing using air insulation: Experiment and modeling23
Salinity effects on the mechanical behaviour of methane hydrate bearing sediments: A DEM investigation23
Improved soil–structure interaction model considering time-lag effect23
A stable mesh-independent approach for numerical modelling of structured soils at large strains23
Random generation of convex granule packing based on weighted Voronoi tessellation and cubic-polynomial-curve fitting23
Numerical investigations of the installation process of giant deep-buried circular open caissons in undrained clay23
Determination of critical criterion of tensile-shear failure in Brazilian disc based on theoretical analysis and meso-macro numerical simulation23
Effects of barrier deformability on load reduction and energy dissipation of granular flow impact23
Effects of desiccation cracks and vegetation on the shallow stability of a red clay cut slope under rainfall infiltration23
The energy transformation of internal erosion based on fluid-particle coupling23
Ranking of influence factors and control technologies for the post-construction settlement of loess high-filling embankments23
Slit structures: Fundamental mechanisms of mechanical trapping of granular flows23
Minimum image quality for reliable optical characterizations of soil particle shapes23
A methodology for uncertainty analysis of landslides triggered by an earthquake23
Analysis of the impact force of debris flows on a check dam by using a coupled Eulerian-Lagrangian (CEL) method23
Probabilistic characterization of the soil-water retention curve and hydraulic conductivity and its application to slope reliability analysis23
Numerical modeling of the fractured zones around a blasthole22
Parametric analysis and optimization of T-shaped and conventional deep cement mixing column-supported embankments22
Evolution of fabric anisotropy of granular soils: x-ray tomography measurements and theoretical modelling22
Large-strain analysis of vertical drain-improved soft deposit consolidation considering smear zone, well resistance, and creep effects22
Finite-element upper-bound analysis of seismic slope stability considering pseudo-dynamic approach22
Simulation-based investigation on the accuracy of discrete fracture network (DFN) representation22
Vibration attenuation analysis of periodic underground barriers using complex band diagrams22
Reliability analysis of rapid drawdown of an earth dam using direct coupling22
Numerical investigation of blast-induced rock fragmentation22
A generalized complex variable method for multiple tunnels at great depth considering the interaction between linings and surrounding rock22
Numerical simulation of rockfall trajectory with consideration of arbitrary shapes of falling rocks and terrain22
Modelling of preferential gas flow in heterogeneous and saturated bentonite based on phase field method22
Analytical solution for the response of an existing tunnel induced by above-crossing shield tunneling22
Finite element analysis of helical piles subjected to axial impact loading22
Numerical investigation on the evolution of landslide-induced river blocking using coupled DEM-CFD22
Influence of the softening stress path on crack development around underground excavations: Insights from 2D-FDEM modelling22
3D DEM insights into the effect of particle overall regularity on macro and micro mechanical behaviours of dense sands22
Dynamic process simulation of the Xiaogangjian rockslide occurred in shattered mountain based on 3DEC and DFN22
New insights into the effect of interparticle friction on the critical state friction angle of granular materials22
Simulation of thermal cracking in anisotropic shale formations using the combined finite-discrete element method22
A grain-based time-to-failure creep model for brittle rocks22
Shallow tunnel face stability considering pore water pressure in non-homogeneous and anisotropic soils21
A distinct element based two-stage-structural model for investigation of the development process and failure mechanism of strainburst21
DEM study on the microscale and macroscale shear behaviours of granular materials with breakable and irregularly shaped particles21
Centrifuge and numerical modelling of stress transfer mechanisms and settlement of pile group due to twin stacked tunnelling with different construction sequences21
Simulation of dynamic compaction and analysis of its efficiency with the material point method21
An analysis of the effects of the size ratio and fines content on the shear behaviors of binary mixtures using DEM21
Peridynamic simulation on fracture mechanical behavior of granite containing a single fissure after thermal cycling treatment21
Investigation of a fractional derivative creep model of clay and its numerical implementation21
Numerical simulation of forerunning fracture in saturated porous solids with hybrid FEM/Peridynamic model21
Solid-like and liquid-like granular flows on inclined surfaces under vibration – Implications for earthquake-induced landslides21
Safety factor analysis of a tunnel face with an unsupported span in cohesive-frictional soils21
Quantification and characterizing of soil microstructure features by image processing technique21
Coupling heat and buoyant fluid flow for thermal performance assessment of geothermal piles21
Two-dimensional and three-dimensional inherent fabric in cross-anisotropic granular soils21
Excavation-induced deformation and damage evolution of deep tunnels based on a realistic stress path21
Investigating the interaction of hydraulic fracture with pre-existing joints based on lattice spring modeling21
Numerical modelings of continuous shallow tunnels subject to reverse faulting and its verification through a centrifuge21
General failure envelope of eccentrically and obliquely loaded strip footings resting on an inherently anisotropic granular medium21
Corner and partition wall effects on the settlement of a historical building near a supported subway excavation in soft soil21
Semi-analytical solutions to the two-dimensional plane strain consolidation for unsaturated soil with the lateral semi-permeable drainage boundary under time-dependent loading21
A methodology to predict the run-out distance of submarine landslides21
Optimal geotechnical site investigations for slope design20
Stability analysis of unsaturated soil slopes under reservoir drawdown and rainfall conditions: steady and transient state analysis20
Modeling time-dependent deformation behavior of brittle rock using grain-based stress corrosion method20
Analysis of the interaction factor method for energy pile groups with slab20
Analytical solution for one-dimensional electro-osmotic consolidation of double–layered system20
Three-dimensional finite element analysis of piled rafts with energy piles20
Active lateral earth pressure of geosynthetic-reinforced retaining walls with inherently anisotropic frictional backfills subjected to strip footing loading20
On the use of the global sensitivity analysis in the reliability-based design: Insights from a tunnel support case20
Ultimate bearing capacity of eccentrically loaded strip footings above voids in rock masses20
Experimental and numerical modeling of the shear behavior of filled rough joints20
A practical method for predicting ground surface deformation induced by the artificial ground freezing method20
Investigation of the Material Point Method in the simulation of Cone Penetration Tests in dry sand20
Growth of three-dimensional fractures, arrays, and networks in brittle rocks under tension and compression20
Undrained stability analysis of eccentrically loaded strip footing lying on layered slope by finite element limit analysis20
Damage analysis of the cut-off wall in a landslide dam based on centrifuge and numerical modeling20
GPDEM-based stochastic seismic response analysis of high concrete-faced rockfill dam with spatial variability of rockfill properties based on plastic deformation20
Investigating the effect of particle angularity on suffusion of gap-graded soil using coupled CFD-DEM20
Discrete element modelling of desiccation cracking in thin clay layer under different basal boundary conditions19
Combined measure of geometry optimization and vegetation for expansive soil slopes19
CPT-based fully probabilistic seismic liquefaction potential assessment to reduce uncertainty: Integrating XGBoost algorithm with Bayesian theorem19
Permeability anisotropy of methane hydrate-bearing sands: Insights from CT scanning and pore network modelling19
Influence of soil mass on the vertical dynamic characteristics of pipe piles19
Mechanical and failure characteristics of fissured marble specimens under true triaxial compression: Insights from 3-D numerical simulations19
Undrained true triaxial response of initially anisotropic particulate assemblies using CFM-DEM19
Longitudinal structural deformation mechanism of shield tunnel linings considering shearing dislocation of circumferential joints19
Numerical study of the segmental tunnel lining behavior under a surface explosion – Impact of the longitudinal joints shape19
Finite element analysis of time-dependent behavior in deep excavations19
A new soil reaction model for large-diameter monopiles in clay19
A double-structure hydromechanical constitutive model for compacted bentonite19
On the optimization of site investigation programs using centroidal Voronoi tessellation and random field theory19
Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation19
Modelling rainfall-induced landslides from initiation of instability to post-failure19
Probabilistic soil classification and stratification in a vertical cross-section from limited cone penetration tests using random field and Monte Carlo simulation19
FDEM numerical modeling of failure mechanisms of anisotropic rock masses around deep tunnels19
DEM simulation of rock creep in tunnels using Rate Process Theory19
Analysis of the load exerted by debris flows on filter barriers: Comparison between numerical results and field measurements19
Two-phase SPH numerical study of pore-water pressure effect on debris flows mobility: Yu Tung debris flow19
Modeling acoustic emission in the Brazilian test using moment tensor inversion19
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 effect19
Discretization-based kinematical analysis of three-dimensional seismic active earth pressures under nonlinear failure criterion19
Rigorous solution for kinematic response of floating piles to vertically propagating S-waves18
3D discrete element simulation of a geotextile-encased stone column under uniaxial compression testing18
Analytical model for transient coupled consolidation and contaminant transport in landfill liner system18
Numerical simulation of the effect of moving loads on saturated subgrade soil18
A mathematical framework for multiphase poromechanics in multiple porosity media18
Porochemothermoelastic solutions considering fully coupled thermo-hydro-mechanical-chemical processes to analyze the stability of inclined boreholes in chemically active porous media18
Nonlinear dynamic response and damage analysis of hydraulic arched tunnels subjected to P waves with arbitrary incoming angles18
Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil18
Numerical modeling of coupled biochemical and thermal behavior of municipal solid waste in landfills18
Elastoplastic Cosserat continuum model considering strength anisotropy and its application to the analysis of slope stability18
Effects of suffosion-induced contact variation on dynamic responses of saturated roadbed considering hydro-mechanical coupling under high-speed train loading18
A stable node-based smoothed finite element method for stability analysis of two circular tunnels at different depths in cohesive-frictional soils18
DEM investigation of the effect of hydrate morphology on the mechanical properties of hydrate-bearing sands18
Physical and numerical modelling of axially loaded bored piles with debris at the pile tip18
Probabilistic analysis of strip footings resting on spatially varying soils using kriging metamodeling and importance sampling18
A discrete fracture network based modeling scheme for analyzing the stability of highly fractured rock slope18
Investigating the mechanism of rock fracturing induced by high-pressure gas blasting with a hybrid continuum-discontinuum method18
Evaluation of dynamic compaction to improve saturated foundation based on the fluid-solid coupled method with soil cap model18
Piecewise-linear large-strain model for radial consolidation with non-Darcian flow and general constitutive relationships18
Integration of anisotropic modified Cam Clay model in finite element analysis: Formulation, validation, and application18
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure17
Improved p-y curve models for large diameter and super-long cast-in-place piles using piezocone penetration test data17
System reliability analysis of slopes based on the method of slices using sequential compounding method17
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model17
Probabilistic investigation of RFEM topologies for slope stability analysis17
Stochastic analysis of dual tunnels in spatially random soil17
Three-dimensional elasto-plastic damage model for gravelly soil-structure interface considering the shear coupling effect17
Dynamic interaction between multiple rigid strips and transversely isotropic poroelastic layer17
Non-linear anisotropic hyperelasticity for granular materials17
The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach17
Effect of soil variability on nonlinear site response predictions: Application to the Lotung site17
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction17
A viscoelastic, viscoplastic, and viscodamage constitutive model of salt rock for underground energy storage cavern17
Load reduction on high-filled cut-and-cover tunnel using discrete element method17
Analytical study on interaction between existing and new tunnels parallel excavated in semi-infinite viscoelastic ground17
A new method for calculating the direction of fracture propagation by stress numerical search based on the displacement discontinuity method17
Time-dependent reliability analysis of rainfall-induced shallow landslides considering spatial variability of soil permeability17
Advances in the modeling of the soil–water characteristic curve using pore-scale analysis17
Model tests of the effect of active roof support on the working stability of a longwall17
A smoothed finite element method using second-order cone programming17
Novel Bayesian framework for calibration of spatially distributed physical-based landslide prediction models.17
Fractal discrete fracture network model for the analysis of radon migration in fractured media17
Eccentric bearing capacity of embedded strip footings placed on slopes17
A GPU-based numerical manifold method for modeling the formation of the excavation damaged zone in deep rock tunnels17
A generalised constitutive model for unsaturated compacted soils considering wetting/drying cycles and environmentally-stabilised line17
A generalized Hellinger-Reissner variational principle and its PFEM formulation for dynamic analysis of saturated porous media17
Face stability analysis of EPB shield tunnel in dense sand stratum considering the evolution of failure pattern17
Influence of a weak layer on the tunnel face stability – Reliability and sensitivity analysis17
A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay17
Implicit numerical integration of highly nonlinear plasticity models17
A two-dimensional analytical solution for organic contaminant diffusion through a composite geomembrane cut-off wall and an aquifer17
Coupled thermal-hydrodynamic-mechanical–chemical numerical simulation for gas production from hydrate-bearing sediments based on hybrid finite volume and finite element method17
Discrete element modeling of shear wave propagation using bender elements in confined granular materials of different grain sizes17
A constitutive model for crushable sands involving compression and shear induced particle breakage16
Analytical forecasting of long-term railway track settlement16
Nonlinear analysis of combined loaded rigid piles in cohesionless soil slope16
On the behavior of monopiles subjected to multiple episodes of cyclic loading and reconsolidation in cohesive soils16
Impact of the initial crack volume on the intact behavior of a bonded particle model16
Influence of encasement length and geosynthetic stiffness on the performance of stone column: 3D DEM-FDM coupled numerical investigation16
Capacity assessment of offshore skirted foundations under HM combined loading using RFEM16
An improved VOF-DEM model for soil-water interaction with particle size scaling16
Surface subsidence characteristics of fully overlapping tunnels constructed using tunnel boring machine in a clay stratum16
Modeling of reactive acid transport in fractured porous media with the Extended–FEM based on Darcy-Brinkman-Forchheimer framework16
The last entrance plane method for contact indeterminacy between convex polyhedral blocks16
An analytical solution for the frost heaving force and displacement of a noncircular tunnel16
Bearing capacity and failure mechanisms of two-tiered reinforced soil retaining walls under footing load16
Analytical solutions for vacuum preloading consolidation with prefabricated vertical drain based on elliptical cylinder model16
Analytical models of impact force-time response generated from high strain dynamic load test on driven and helical piles16
A novel simple practical thermal-hydraulic-mechanical (THM) coupling model with water-ice phase change16
A two-dimensional analytical model for organic contaminants transport in a transition layer-cutoff wall-aquifer system16
Granular viscosity from plastic yield surfaces: The role of the deformation type in granular flows16
J2-deformation-type soil model coupled with state-dependent dilatancy and fabric evolution: multiaxial formulation and FEM implementation16
A modified equal-strain solution for consolidation behavior of composite foundation reinforced by precast concrete piles improved with cement-treated soil16
Modeling of flow characteristics in 3D rough rock fracture with geometry changes under confining stresses16
Value of information analysis of site investigation program for slope design16
Numerical study on the frequency response of offshore monopile foundation to seismic excitation16
Numerical study on spalling failure of rock surrounding deep buried tunnel based on DEM16
FEM-BEM coupling analysis of vertically loaded rock-socketed pile in multilayered transversely isotropic saturated media16
Refined 3D modelling of spatial-temporal distribution of excess pore water pressure induced by large diameter slurry shield tunneling16
Numerical assessment for the efficiencies of check dams in debris flow gullies: A case study16
Anisotropy of elastic wave velocity influenced by particle shape and fabric anisotropy under K condition16
A comprehensive study of single-flawed granite hydraulically fracturing with laboratory experiments and flat-jointed bonded particle modeling15
An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media15
Time-dependent deformation and failure of granite based on the virtual crack incorporated numerical manifold method15
Simplified method for estimating vertical stress-settlement responses of piled embankments on soft soils15
A new simplified method for calculating short-term and long-term consolidation settlements of multi-layered soils considering creep limit15
Mechanical behavior of frozen soils: Experimental investigation and numerical modeling15
Stability of inner dump slope and analytical solution based on circular failure: Illustrated with a case study15
Simulating reactive soil and substructure interaction using a simplified hydro-mechanical finite element model dependent on soil saturation, suction and moisture-swelling relationship15
Numerical study on the effect of meso-structure on hydraulic conductivity of soil-rock mixtures15
Undrained cylindrical cavity expansion in clays with fabric anisotropy and structure: Theoretical solution15
A new discrete element model for simulating a flexible ring net barrier under rockfall impact comparing with large-scale physical model test data15
A full-stage parallel architecture of three-dimensional discontinuous deformation analysis using OpenMP15
Thermo-hydro-mechanical couplings controlling gas migration in heterogeneous and elastically-deformed coal15
Simulating three dimensional thermal cracking with TOUGH-FEMM15
Reliability and failure mechanism of a slope with non-stationarity and rotated transverse anisotropy in undrained soil strength15
Computing drag and interactions between fluid and polydisperse particles in saturated granular materials15
System reliability analysis of geosynthetic reinforced soil slope considering local reinforcement failure15
Coarse-grained molecular dynamics simulations of clay compression15
A thermo-hydro-mechanical model for energy piles under cyclic thermal loading15
Extension of a basic hypoplastic model for overconsolidated clays15
Thermal damage evolution of granite under slow and high-speed heating conditions15
Coupled Eulerian Lagrangian based numerical modelling of vibro-compaction with model vibrator15
A consolidation modelling algorithm based on the unified hardening constitutive relation and Hansbo's flow rule15
A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method15
Three-dimensional subsurface modeling using Geotechnical Lasso15
3D simulation for tunnelling effects on existing piles15
Analytical prediction of time-dependent behavior for tunneling-induced ground movements and stresses subjected to surcharge loading based on rheological mechanics15
CPT-based probabilistic liquefaction assessment considering soil spatial variability, interpolation uncertainty and model uncertainty15
Fractional viscoelastic analytical solution for the ground displacement of a shallow tunnel based on a time-dependent unified displacement function15
Combined finite-discrete element modellings of rockbursts in tunnelling under high in-situ stresses15
A scaled boundary finite element method procedure for arch dam-water-foundation rock interaction in complex layered half-space15
An analytical method for estimating horizontal transition probability matrix of coupled Markov chain for simulating geological uncertainty15
Unsaturated soil dynamics: Finite element solution including stress-induced anisotropy15
Analysis of parallel spatial partitioning algorithms for GPU based DEM15
Bearing capacity of a side-rounded suction caisson foundation under general loading in clay15
Torsional dynamic response of a pipe pile in homogeneous unsaturated soils15
Modelling the behaviour of sensitive clays experiencing large deformations using non-local regularisation techniques15
Classical contact detection algorithms for 3D DEM simulations: Drawbacks and solutions15
The influence of stress anisotropy and stress shadow on frost cracking in rock15
A study on the debris flow-induced impact force on check dam with- and without-entrainment15
An arrival time picker for microseismic rock fracturing waveforms and its quality control for automatic localization in tunnels15
Failure mechanism analysis of rock in particle discrete element method simulation based on moment tensors14
Trend estimation and layer boundary detection in depth-dependent soil data using sparse Bayesian lasso14
Clogging effect of fines in seepage erosion by using CFD–DEM14
Reliability analysis of deep underground research laboratory in Beishan for geological disposal of high-level radioactive waste14
Analytical solution for free strain consolidation of stone column-reinforced soft ground considering spatial variation of total stress and drain resistance14
Evolution of isochoric water retention curve with void ratio14
Exploring the effect of engineering parameters on the penetration of hydraulic fractures through bedding planes in different propagation regimes14
Data-driven determination of sample number and efficient sampling locations for geotechnical site investigation of a cross-section using Voronoi diagram and Bayesian compressive sampling14
True triaxial test and PFC3D-GBM simulation study on mechanical properties and fracture evolution mechanisms of rock under high stresses14
Analytical solution for nonlinear consolidation of combined electroosmosis-vacuum-surcharge preloading14
Pull-out capacity of an inclined embedded torpedo anchor subjected to combined vertical and horizontal loading14
The surface wave attenuation zone of periodic composite in-filled trenches and its isolation performance in train-induced ground vibration isolation14
Non-linear spring model for backfill grout-consolidation behind shield tunnel lining14
Mechanical behaviour of Lac du Bonnet granite after high-temperature treatment using bonded-particle model and moment tensor14
Coupling irregular particles and fluid: Complex dynamics of granular flows14
Simplified solution for viscoelastic-plastic interaction between tunnel support and surrounding rock based on MC and GZZ strength criteria14
Bearing capacity and failure of footing on anisotropic soil: A multiscale perspective14
An elastoplastic damage constitutive model for frozen soil based on the super/subloading yield surfaces14
A multi-objective optimization of initial conditions in a radioactive waste repository by numerical thermo-hydro-mechanical modeling14
Bearing capacity evaluation for shallow foundations on unsaturated soils using discretization technique14
Seismic rotational stability analysis of reinforced soil retaining walls14
Numerical simulation of three-dimensional fracture interaction14
A new approach for constructing two Bayesian network models for predicting the liquefaction of gravelly soil14
A novel numerical method for grouting simulation in flowing water considering uneven spatial and temporal distribution of slurry: Two-Fluid Tracking (TFT) method14
Risk assessment of soil slope failure considering copula-based rotated anisotropy random fields14
Finite element analysis of cyclic lateral responses for large diameter monopiles in clays under different loading patterns14
3D modelling of soil-rock mixtures considering the morphology and fracture characteristics of breakable blocks14
Analysis of lateral response of existing single pile caused by penetration of adjacent pile in undrained clay14
Predicting chemical influence on soil water retention curves with models established based on pore structure evolution of compacted clay14
Integrated approach for the MASW dispersion analysis using the spectral element technique and trust region reflective method14
Predicting the permeability coefficient of polydispersed sand via coupled CFD–DEM simulations14
Modeling of hydraulic fracturing in viscoelastic formations with the fractional Maxwell model14
A new approach for estimating the vertical elastic settlement of a single pile based on the fictitious soil pile model14
Numerical and experimental investigation of failure of a DCM-wall considering softening behaviour14
Investigating asperity damage of natural rock joints in polycrystalline rocks under confining pressure using grain-based model14
Shallow foundations on lightweight TDA backfill: Field tests and 3D numerical modelling14
Non-orthogonal elastoplastic constitutive model for sand with dilatancy14
Filtering property of periodic pile barriers under moving loads14
Finite element analyses of single particle crushing tests incorporating computed tomography imaging and damage mechanics14
Stability analysis of 3D cracked slope reinforced with piles14
Rapid drawdown on earth dam stability after a strong earthquake14
Seepage effect on failure mechanisms of the underwater tunnel face via CFD–DEM coupling14
Texture synthesis: A novel method for generating digital models with heterogeneous diversity of rock materials and its CGM verification14
An explicit coupled MPM formulation to simulate penetration problems in soils using quadrilateral elements13
A two-pile foundation model in sloping ground by finite beam element method13
Procedure for assessing the liquefaction vulnerability of tailings dams13
CFD-DEM model to assess stress-induced anisotropy in undrained granular material13
Face stability analysis of a shallow square tunnel in non-homogeneous soils13
Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method13
Efficient reliability analysis considering uncertainty in random field parameters: Trained neural networks as surrogate models13
Statistical prediction of deformations of soil nail walls13
Coupled analysis of full flow penetration problems in soft sensitive clays13
Efficient CPT locations for characterizing spatial variability of soil properties within a multilayer vertical cross-section using information entropy and Bayesian compressive sensing13
Multi-phase flow simulation of landslide dam formation process based on extended coupled DEM-CFD method13
The support load analysis of deep-buried composite lining tunnel in rheological rock mass13
Estimation of intact undrained shear strength of clay using full-flow penetrometers13
Upscaling techniques for fully coupled THM simulation and application to hydrate gas production tests13
A novel damage-based creep model considering the complete creep process and multiple stress levels13
Pseudo-static simplified analytical solution for seismic response of deep tunnels with arbitrary cross-section shapes13
Discrete element simulation of wire-mesh retaining systems: An insight into the mechanical behaviour13
Bayesian selection of slope hydraulic model and identification of model parameters using monitoring data and subset simulation13
Back-analysis of model tests on piles in sand subjected to long-term lateral cyclic loading: Impact of the pile installation and application of the HCA model13
Practical nonlinear constitutive model for rockfill materials with application to rockfill dam13
DEM and theoretical analyses of the face stability of shallow shield cross-river tunnels in silty fine sand13
Stability analysis of cut slope with shear band propagation along a weak layer13
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection13
On discrepancies between time-dependent nonlinear 3D and 2D finite element simulations of deep tunnel advance: A numerical study on the Brenner Base Tunnel13
Formulation, validation and application of a practice-oriented two-surface plasticity sand model13
Mechanisms of creep in shale from nanoscale to specimen scale13
Analysis and design of two layered flexible pavement systems: A new mechanistic approach13
Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theory arc failure surface13
Pattern transitions of localized deformation in high-porosity sandstones: Insights from multiscale analysis13
Upper bound limit analysis of unsymmetrical progressive collapse of shallow tunnels in inclined rock stratum13
Earth pressure in narrow cohesive-fictional soils behind retaining walls rotated about the top: An analytical approach12
Mechanisms of soil plug formation of open-ended jacked pipe pile in clay12
Failure mechanism and bearing capacity of vertically loaded pile with partially-screwed shaft: Experiment and simulations12
Superellipsoid-based study on reproducing 3D particle geometry from 2D projections12
Prediction of climate specific vertical movement of pavements with expansive soils based on long-term 2D numerical simulation of rainwater infiltration12
Influence of crystal structure on constitutive anisotropy of silica sand at particle-scale12
Modelling electro-osmosis–surcharge preloading combined consolidation of unsaturated soils12
Three-dimensional finite element analyses of tyre derived aggregates in ballasted and ballastless tracks12
Effect of particle breakage on the behavior of soil-structure interface under constant normal stiffness condition with DEM12
A fracture aperture dependent thermal-cohesive coupled model for modelling thermal conduction in fractured rock mass12
Numerical study on the formation of pressure arch in bolted gravel plate12
Analytical solution for displacement-dependent passive earth pressure on rigid walls with various wall movements in cohesionless soil12
A three-dimensional algorithm for estimating water-tightness of cement-treated ground with geometric imperfections12
Theoretical analysis of three-dimensional effect in pile integrity test12
Numerical simulations of triaxial compression tests of cemented sandstone12
Triaxial compression in sands using FDEM and micro-X-ray computed tomography12
Regularization of continuum damage mechanics models for 3-D brittle materials using implicit gradient enhancement12
Fracture path interaction of two adjacent perforations subjected to different injection rate increments12
Investigations of granular material behaviors using coupled Eulerian-Lagrangian technique: From granular collapse to fluid-structure interaction12
Lower Bound Finite Element Limit Analysis of Geo-Structures with Non-Associated Flow Rule12
An exact solution to layered transversely isotropic poroelastic media under vertical rectangular moving loads12
Coupling of material point and continuum discontinuum element methods for simulating blast-induced fractures in rock12