Computers and Geotechnics

Article	Citations
Monitoring heat transfer for seepage in earth-rock dams with clay cores considering damaged areas: Laboratory experiments and numerical modeling	206
Interpretation of heating and cooling data from thermal cone penetration test using a 1D numerical model and a PSO algorithm	159
Evaluation of stability against basal heave for excavations in clay overlying a confined aquifer	135
A continuous-discontinuous deformation analysis method for research on the mechanical properties of coarse granular materials	122
Mechanical resistance behind fiber-reinforced polymer pile: Role of clay minerals	114
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	99
Parallel implementation of LS-DEM with hybrid MPI+OpenMP	92
Microscopic mechanism analysis of influence of high effective confining pressure on mechanical properties of hydrate-bearing sediments	90
Immersed isogeometric Boundary Elements: A user friendly method for the 3-D elasto-plastic simulation of underground excavations	87
Discrete element analysis of geogrid-stabilized ballasted tracks under high-speed train moving loads	70
Active lateral earth pressure of geosynthetic-reinforced retaining walls with inherently anisotropic frictional backfills subjected to strip footing loading	65
A probabilistic Q-system using the Markov chain to predict rock mass quality in tunneling	64
Saturation characteristics during horizontal-layered electrolysis desaturation of calcareous sand	63
Probabilistic analysis of ground settlement induced by tunnel excavation in multilayered soil considering spatial variability	61
Prediction of compressional wave velocity of cement-reinforced soil from core images using a convolutional neural network regression model	59
3D printing-aided numerical study of particle shape effect on behaviours of dry granular flows interacting with rigid barriers	58
A fully coupled constitutive model for thermo-hydro-mechanical behaviour of unsaturated soils	58
A fast and flexible algorithm for microstructure reconstruction combining simulated annealing and deep learning	58
Pattern recognition of quartz sand particles with PointConv network	56
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	55
A topological view on microscopic structural evolution for granular material under loading and unloading path	55
Two-phase SPH numerical study of pore-water pressure effect on debris flows mobility: Yu Tung debris flow	55
Feasibility of vibration mitigation in unsaturated soil by periodic pile barriers	54
Filtering property of periodic pile barriers under moving loads	53
Analytical layer element with a circular cavity and its application in predicting ground vibrations from surface and underground moving sources	52

Linking shear strength to granular skeleton state of continuously graded coarse-grained soils: Insights from discrete element modelling	52
Shear band static evolution by spatially mobilized plane criterion based Drucker-Prager model and numerical manifold method	52
Procedure for assessing the liquefaction vulnerability of tailings dams	51
Application of closest point projection method to unified hardening model	51
A novel and efficient sequential-explicit technique for poroelasticity problems	50
Influence of unsteady temperature on the stress field of a deep buried circular lining tunnel	48
Predicting the permeability of consolidated silty clay via digital soil reconstruction	46
Influence of difference in deformation modulus between asphalt concrete core and transition layer on core behavior and difference threshold determination	46
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	45
A novel dimension reduction-based metamodel approach for efficient slope reliability analysis considering soil spatial variability	44
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	42
Advances in the solution of geotechnical boundary-value problems	41
Difference solutions for responses of foundation-beams with arbitrary boundary conditions considering spatial soil variability and its applications	40
A phase-change approach to landslide simulations: Coupling finite strain elastoplastic TLSPH with non-Newtonian IISPH	40
Finite element analysis for a deep excavation in soft clay supported by lime-cement columns	40
Precision and computational costs of Level Set-Discrete Element Method (LS-DEM) with respect to DEM	40
Machine learning applications to load and resistance factors calibration for stability design of caisson breakwater foundations	39
A new soil reaction model for large-diameter monopiles in clay	39
A mesoscale bond model for discrete element modeling of irregular cemented granular materials	39
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	38
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem	38
A simple and robust MPM framework for modelling granular flows over complex terrains	38
Exploiting excavation-induced displacement for slope heterogeneity characterization and stability analysis	38
Probabilistic modeling of offshore deep cement mixing improved ground	38
Modelling hydro-mechanical coupled behaviour of unsaturated soil with two-phase two-point material point method	37
Undrained stability analysis of dual unlined horseshoe-shaped tunnels in non-homogeneous clays using lower bound limit analysis method	37
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	37
Modeling microstructural mechanical behavior of expansive soil at various water contents and dry densities by molecular dynamics simulation	37
A state-dependent non-orthogonal elastoplastic constitutive model for sand	37
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	37
Particle flow study on the microscale effects and damage evolution of sandstone creep	37
Proposal of a coupled DDA-SPH method incorporating a new contact algorithm for soil-structure interaction simulations in geotechnical hazards	37
A fast simulation method for hydraulic-fracture-network generation in fractured rock based on fully coupled XFEM	37
Investigation of the effect of microbial-induced calcite precipitation treatment on bio-cemented calcareous sands using discrete element method	37
Axisymmetric elastic field in layered non-homogeneous and transversely isotropic geo-materials due to surface traction	36
A novel numerical method for grouting simulation in flowing water considering uneven spatial and temporal distribution of slurry: Two-Fluid Tracking (TFT) method	36
A generic framework for mix design of geopolymer for soil stabilization: Composition-informed machine learning model	36
Rigorous solution for kinematic response of floating piles to vertically propagating S-waves	36
DEM-FDM numerical investigation on load transfer mechanism of GESC-supported embankment	36
Calculation method for the response changes of existing bridge piles caused by side penetration of shield tunnels considering construction factors and cumulative impact of excavation	35
Uplift resistance of pipelines embedded in stiff soils and rocks: Effect of backfilled trench shape and dimensions	35
Multiscale investigation of bonded granular materials: The H-bond model	35
A developed soil reaction model for large- diameter monopiles in sand based on hyperbolic curves	35
Modal analysis and extraction method for the frame structure considering soil-structure interaction effect	35
Thermodynamic constitutive model for calcareous sand considering specimen preparation	35
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	35
A hypoplastic model considering grain breakage and wetting effect for granular material	34
Random dynamic response analysis of an asphalt concrete core wall dam on deep overburden with double random factors	34
A hypoplastic model for pre- and post-liquefaction analysis of sands	34
Symbolic regression based prediction of anisotropic closure in deep tunnels	34

Dynamic analysis of unsaturated porous media under moving loads by the time domain FEM using moving coordinates	34
Interpreting temperature effects in soils using thermally-enhanced viscoplastic model	33
Micromechanical analysis of suffusion in gap-graded granular soils considering soil heterogeneity and non-uniform seepage flow	33
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	33
Modeling water flow in unsaturated soils through physics-informed neural network with principled loss function	32
A multiscale approach in modeling of chemically reactive porous media	32
Numerical analysis of deep vibrocompaction at small and full scale	32
An ICLS-based method for solving two-phase seepage free surface considering compressible gas in porous media	32
Microscopic insights into suction bucket installation in sand: Coupled coarse-grained CFD-DEM simulations	31
A combined machine learning/search algorithm-based method for the identification of constitutive parameters from laboratory tests and in-situ tests	31
Experimental data-centric prediction of penetration depth and holding capacity of dynamically installed anchors using machine learning	31
Editorial Board	31
One-dimensional large strain nonlinear thaw consolidation model for saturated frozen soil	31
Analytical solutions of the dynamic response of a dual-beam model for a geosynthetic reinforced pile-supported embankment under moving load	31
Basal heave stability analysis of excavations considering the soil strength increasing with depth	31
Vertical vibration of a rigid strip footing on a half-space of unsaturated porous soil	31
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	31
Multi-fidelity approach for uncertainty quantification of buried pipeline response undergoing fault rupture displacements in sand	31
Estimation of REV size of 2-D DFN models in nonlinear flow: Considering the fracture length-aperture correlation	31
Failure assessment of reinforced rock slopes subjected to bolt corrosion considering correlated multiple failure modes	31
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	31
Intelligent construction method and application of large-scale three-dimensional complex discrete fracture network model based on particle swarm optimization algorithm	31
Ultimate bearing capacity of strip footings above rectangular voids in Hoek-Brown rock masses	30
Vertical vibration of rigid strip footings on saturated soil layer with single-phase superstratum	30
Closed-form solution for excavation-induced ground settlement profile in clay	30
Lateral loading response of monopiles in sand considering installation effect	30
Effect of advance rate on excess pore water pressure induced by TBM tunnelling in saturated sand	30
Dynamic installation of torpedo anchors in slightly overconsolidated clay-overlaying-sand deposit	30
Mechanical behavior of a new segmented lining for underground rock caverns with high internal pressure	30
Simulation of non-cohesive soil turning based on an SPH model	30
Grain-scale modeling of shear responses of dilative granular packings under stress path pertinent to rainfall-induced slope failures	30
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	30
A state-dependent dilatancy model for cemented sand	30
A sequential sparse polynomial chaos expansion using Voronoi exploration and local linear approximation exploitation for slope reliability analysis	29
Efficient adaptive reliability-based design optimization for geotechnical structures with multiple design parameters	29
A methodology to predict the run-out distance of submarine landslides	29
Finite element analysis of heat and mass transfer in unsaturated freezing soils: Formulation and verification	29
Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers	29
Time-dependent behavior of retaining piles during pre-excavation dewatering in multi-layered saturated soils	29
Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics	29
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	28
Seismic response of large earth dams in near-source areas	28
Modelling the evolution of dual-pore structure for compacted clays along hydro-mechanical paths	28
Application of s-version finite element method to phase field modeling for localized fractures	28
A simple numerical procedure for the elasto-plastic coupling finite strain analysis of circular tunnels in strain-softening rock masses	28
Influence of the fluid polarity on shear strength of sodium montmorillonite clay: A steered molecular dynamics study	28
Adaptive ensemble learning of radial basis functions for efficient geotechnical reliability analysis	28
A method for characterizing the deformation localization in granular materials using the relative particle motion	27
A finite element-based dynamic simulation method for modeling shield-ground interactions: 3D numerical simulations with comparison to physical experiments	27
Selection of efficient earthquake intensity measures for evaluating seismic fragility of concrete face rockfill dam	27
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	27
A generalized joint pyramid method for removability analysis of rock blocks: Theoretical formulation and numerical implementation	27
Studying the air ventilation effect on the hydromechanical behaviour of cracked rock media around large-scale gallery using a double-scale FE2 model	27
Mechanical response for rainfall-induced landslides on jointed gas pipelines	27
Lateral soil resistance of rigid pile in cohesionless soil on slope	27
Liquefaction characteristics in triaxial tests under various gravity environments – DEM analyses	27
A high-accuracy substructure method in the time domain for simulating pile-soil dynamic interaction in horizontal vibration	27
Elasto-plastic analysis of the surrounding rock mass in circular tunnel using a new numerical model based on generalized nonlinear unified strength theory	27
Diffused arching in embankments supported by non-compliant columns with capping beams	26
Numerical simulation of the bubbling phenomenon ahead of the dam using a two-phase seepage free surface model	26
Multi-surface and bounding surface models in hyperplasticity	26
Thermo-mechanical Coupling Characteristics of Granite under Triaxial Pressures and Ultrahigh Heating Rates	26
Lower bound analysis of rectangular footings with interface adhesion factors on nonhomogeneous clays	26
Finite element implementation of a seepage-stress coupling method for solid-liquid-gas three phases in porous media considering compressible gas	26
Investigation of the permeability anisotropy of porous sandstone induced by complex stress conditions	26
Editorial Board	26
An Uncertainty-driven Peak-integration (UP) Strategy for 3D Borehole Layout Planning	26
Subgraph centrality: A complex network metric to characterize the contact network between sheared sand particles	26
Numerical analysis of dynamic behavior of piled embankment under train loading	26
One-dimensional finite element limit analysis for hydraulic pile extraction	26
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	25
Non-axisymmetric analysis of the vertical dynamic response of large-diameter pile in layered soil	25
Effects of velocity-dependent apparent toughness on the pre- and post-shut-in growth of a hydraulic fracture	25
Development of 1D bounding surface model for lattice spring model on predicting rock failure under cyclic loading	25
Reply to the discussion on “Effect of soil spatial variability on failure mechanisms and undrained capacities of strip foundations under uniaxial loading” by Zhe Luo	25
Effect of static shear stress and cyclic loading direction on cyclic behaviors of granular soils by DEM analysis	25
Face stability analysis of EPB shield tunnel in dense sand stratum considering the evolution of failure pattern	25
Soil-structure interaction of surface footings	25
Capacity prediction and design optimization for laterally loaded monopiles in sandy soil using hybrid neural network and sequential quadratic programming	25
A new prediction model of the jet grouting column diameter for three jet grouting systems	25

Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	25
Performance and application of a novel drainage anti-slide pile on accumulation landslide with a chair-like deposit-bedrock interface in the Three Gorges Reservoir area, China	25
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	25
Editorial Board	25
Radial consolidation considering non-linear compressibility and permeability of structured soils	25
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	25
Investigation of trench effect on fatigue response of steel catenary risers using an effective stress analysis	24
Compaction localization and anisotropic permeability evolution	24
Comparison of local and nonlocal regularization approaches in Eulerian-based finite element analyses	24
Digital image reduction for the analysis of topological changes in the pore space of rock matrix	24
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	24
A general kinematic approach to the seismic stability assessment of slopes	24
A fully coupled thermo-mechanical peridynamic model for cracking analysis of frozen rocks	24
A composite element solution of convection-conduction heat transfer in fractured rock mass	24
Shakedown limit analysis of railway slab track foundations under train loading	24
Precise numerical study on the behaviour of gassy marine soils subjected to thermal and mechanical loadings	24
Elastoplastic discrete bond cell model for rock-like material with irreversible sliding interfaces	24
State-dependent induced dilatancy angle and hyperplasticity model for granular soils	24
Towards boundary conditions in concrete-rock joint shearing with STAs profile by PFC2D	24
Editorial Board	23
Analytical formulation for the deformability assessment of rock masses with filled discontinuities	23
Editorial Board	23
Nonlinear analysis for consolidation of soft soils improved by composite piles with stiff core and gravel shell	23
Prediction and mitigation analysis of railway-induced vibrations of a layered transversely isotropic ground comprising different media with a hybrid 2.5-D method	23
Numerical evaluation of transient solar radiation effect on concrete-faced rockfill dam with dual mortar contact method	23
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	23
A dynamic SNS-PFEM with generalized-α method for hydro-mechanical coupled geotechnical problems	23
2-D coupled fluid-particle numerical analysis of seepage failure of saturated granular soils around an embedded sheet pile with no macroscopic assumptions	23
A 3D coupled ALEM-BEM method for assessing pile mitigation performance to moving-harmonic-load induced vibrations in cross-anisotropic porous saturated media	23
Upper bound solution of passive instability on the face of longitudinal inclined shallow buried shield tunnel based on rotation–translation mechanism	23
A closed-form logarithmic spiral method for seismic passive earth pressure in anisotropic sand	22
Numerical study on the shear behavior of concrete-rock joints with similar triangular asperities	22
Effects of rocking impedance and soil shear stress of the free-field on the dynamic response of an end-bearing pile during horizontal earthquakes	22
A novel framework for ascertaining the safety factor and critical slip surface of 3D slopes reinforced with piles	22
Seismic response analysis of concrete-faced rockfill dams with dual mortar contact method	22
Simulation of thermal drains using a new constitutive model for thermal volume change of normally consolidated clays	22
Vertical drain aided consolidation and solute transport	22
Seismic bearing capacity of rock foundations subjected to seepage by a unilateral piece-wise log-spiral failure mechanism	22
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	22
Scour effects on lateral responses of pile groups in clays	22
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	22
3D DEM simulations of cyclic loading-induced densification and critical state convergence in granular soils	22
An optimized volume of fluid method for modelling three-dimensional debris flows. Implementation in OpenFOAM, validation, and application in the Aiwa Watershed, Beijing	22
Calculation method for the ultimate bearing capacity of pressure-cast-in-situ pile with spray-expanded frustum	22
An analytical model for diffusion of chemicals under a thermal gradient in finite clayey soil	22
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	22
Uncertainty quantification for the mechanical behavior of fully grouted rockbolts subjected to pull-out tests	22
Editorial Board	22
Influence of a waveform on the bit–rock impact response considering reflected waves in a drill rod	21
Energy balance analyses during Standard Penetration Tests in a virtual calibration chamber	21
Peridynamic micro-elastoplastic constitutive model and its application in the failure analysis of rock masses	21
Assessing axial load transfer mechanism of open-ended tubular piles penetrating in weak rocks using three-dimensional discrete element method	21
D.E.M. modeling of biocemented sand: Influence of the cohesive contact surface area distribution and the percentage of cohesive contacts	21
Development of the skew boundary condition for soil-structure interaction in three-dimensional finite element analysis	21
Coupled hydromechanical analysis of sparsely fractured crystalline rocks	21
Implementation of a coupled FEM-SBFEM for soil-structure interaction analysis of large-scale 3D base-isolated nuclear structures	21
On the selection of joint constitutive models for geomechanics simulation of fractured rocks	21
Homogenization of spatially variable hydraulic conductivity in the presence of a geotechnical structure	21
Analytical investigation of the shield-soil rotary friction on tunnelling-induced ground mechanical reactions	21
A fully coupled hydromechanical XFEM model for the simulation of 3D non-planar fluid-driven fracture propagation	21
A constitutive model of freeze–thaw damage to transversely isotropic rock masses and its preliminary application	21
Theoretical study of S wave passing through a double-layer wave impeding block in the unsaturated soil	21
Stability assessment of a non-circular tunnel face with tensile strength cut-off subject to seepage flows: A comparison analysis	21
A collaborative numerical simulation-soft computing approach for earth dams first impoundment modeling	21
Analytical model for consolidation of soft ground improved by PVDs with air-boosted system	21
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties	21
Experimental and DEM studies on the normal coefficient of restitution of grain-block systems in the presence of thick and thin water layers under low-velocity impacts	21
Numerical evaluations on the effects of different factors on thermo- mechanical behaviour of an energy pile group	21
A novel framework for calibrating DEM parameters: A case study of sand and soil-rock mixture	20
Impact analysis of transverse isotropic freezing expansion in surrounding rock and variation of freezing front on cracks initiation	20
Investigation of cutoff wall location in steady axisymmetric seepage	20
Microscopic mechanism and analytical modeling of seepage-induced erosion in bimodal soils	20
Combination of digital image processing and random generation in modeling soil-rock mixture slopes for post-failure analyses by material point method	20
Reduced-order modeling of near-field THMC coupled processes for nuclear waste repositories in shale	20
Shear performance of geosynthetic-encased stone column based on 3D-DEM simulation	20
Diffraction of P1, SV, or Rayleigh waves by an arbitrary-shaped canyon in an unsaturated half-plane	20
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	20
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	20
Contributions of joint structure and free-fall to the fragmentation of rock avalanche: Insights from 3D discrete element analyses	20
Seismic combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone programming	20
A simple approach to probabilistic CPTu-based geotechnical stratigraphic profiling	20
A constitutive model for lightly cemented granular materials	20
Implementation of linear strain elements for image-based Finite Element Analysis of cemented natural sand	20
An efficient strength reduction method for finite element slope stability analysis	20
Seepage induced displacements of suction caissons: FE analysis	20
Coupled modelling framework for evaluating the influence of bacterial attachment models on the bio-chemo-hydro-mechanical behaviour during microbially induced calcite precipitation treatment in soils	20
Impact of key factors on shield scraper performance in gravelly soil strata: DEM and experimental investigations	20
A semi-analytical method for elastic-plastic analysis of a deep-buried elliptical tunnel	20
Simulation of heterogeneous breakage in sand based on full-field X-ray tomography measurements	20
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	19
Material point method simulations of displacement pile and CPT penetration in sand considering the effects of grain breakage	19
Seismic response of shield tunnel structure embedded in soil deposit with liquefiable interlayer	19
Revealing the role of forests in the mobility of geophysical flows	19
Implications of infinite rock slope analysis: Tension cut-off and graphical interpretation	19
Constitutive response predictions of both dense and loose soils with a discrete element model	19