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	212
Analytical solution for vertical dynamic response of single floating pipe piles	150
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	144
Stiffness evaluation of bucket foundation considering the effect of adjacent spudcan penetration and pullout	122
Impact of terrain variation on landslide mobility: Insights from DEM simulations	118
APD: An automated parameter determination system based on in-situ tests	114
Thermodynamics-based constitutive modeling of chemically-induced grain degradation for cohesive granular materials	100
Settlement calculation method for the solidified soil prefabricated pile (PPSS) embedded in layer soils	96
Parallel implementation of LS-DEM with hybrid MPI+OpenMP	90
Immersed isogeometric Boundary Elements: A user friendly method for the 3-D elasto-plastic simulation of underground excavations	74
Active lateral earth pressure of geosynthetic-reinforced retaining walls with inherently anisotropic frictional backfills subjected to strip footing loading	73
A probabilistic Q-system using the Markov chain to predict rock mass quality in tunneling	71
Discussion of “a multifractal geometric model for estimating spontaneous imbibition in an unsaturated fractured core-scale network in a low-permeability reservoir”	69
3D printing-aided numerical study of particle shape effect on behaviours of dry granular flows interacting with rigid barriers	68
A method for characterizing the deformation localization in granular materials using the relative particle motion	67
A coupled MPM-DEM method for modelling soil-rock mixtures	66
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	65
Non-axisymmetric analysis of the vertical dynamic response of large-diameter pile in layered soil	64
A fully coupled constitutive model for thermo-hydro-mechanical behaviour of unsaturated soils	63
End-to-end time-dependent probabilistic assessment of landslide hazards using hybrid deep learning simulator	62
Effects of rocking impedance and soil shear stress of the free-field on the dynamic response of an end-bearing pile during horizontal earthquakes	60
Finite element analysis for a deep excavation in soft clay supported by lime-cement columns	59
Mechanical behavior of a new segmented lining for underground rock caverns with high internal pressure	59
Seismic bearing capacity of rock foundations subjected to seepage by a unilateral piece-wise log-spiral failure mechanism	58
Microscopic mechanism analysis of influence of high effective confining pressure on mechanical properties of hydrate-bearing sediments	56

Fourier series-based discrete element method for two-dimensional concave irregular particles	56
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	56
Efficient adaptive reliability-based design optimization for geotechnical structures with multiple design parameters	56
Pattern recognition of quartz sand particles with PointConv network	55
A topological view on microscopic structural evolution for granular material under loading and unloading path	52
Influence of a waveform on the bit–rock impact response considering reflected waves in a drill rod	51
3D DEM simulations of cyclic loading-induced densification and critical state convergence in granular soils	50
Numerical study on the hydro-thermal-chemical–mechanical coupling mechanism in sulfate saline soil under freeze–thaw cycles	49
Probabilistic back analysis of reservoir landslide considering hydro-mechanical coupled observations	49
A phase field model with modified volumetric-deviatoric decomposition for the mixed-mode fracture of rock	49
Analytic study on interaction among shallow multiple circular tunnels under slope terrain	48
The material-structure duality in rock mass failure and instability: Concept, unified numerical scheme, and benchmark	48
Three-dimensional discrete element simulation on mechanical response and failure characteristics of composite rock under triaxial unloading condition	48
Multiphase flow and geomechanical behavior induced by gas production from silty-clay hydrate reservoirs through different horizontal well scenarios	48
A novel constitutive model of the anisotropic sand accounting for the fabric evolution	48
Development and validation of a dynamic constitutive model for high-strength granite subjected to projectile impact	47
Modelling of water injection-induced shear stimulation and heat extraction in hot fractured reservoirs	46
Numerical analysis of deep vibrocompaction at small and full scale	46
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	46
Micromechanical analysis of suffusion in gap-graded granular soils considering soil heterogeneity and non-uniform seepage flow	46
Numerical evaluations on the effects of different factors on thermo- mechanical behaviour of an energy pile group	45
Machine learning applications to load and resistance factors calibration for stability design of caisson breakwater foundations	45
D.E.M. modeling of biocemented sand: Influence of the cohesive contact surface area distribution and the percentage of cohesive contacts	45
Multiscale investigation of bonded granular materials: The H-bond model	45
Advances in the solution of geotechnical boundary-value problems	45
DEM-FDM numerical investigation on load transfer mechanism of GESC-supported embankment	45
Uplift resistance of pipelines embedded in stiff soils and rocks: Effect of backfilled trench shape and dimensions	44
Symbolic regression based prediction of anisotropic closure in deep tunnels	44
Modal analysis and extraction method for the frame structure considering soil-structure interaction effect	44
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	44
Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations	43
Microscopic insights into suction bucket installation in sand: Coupled coarse-grained CFD-DEM simulations	43
Homogenization of spatially variable hydraulic conductivity in the presence of a geotechnical structure	43
Reliability and failure mechanism of a slope with non-stationarity and rotated transverse anisotropy in undrained soil strength	43
Capacity prediction and design optimization for laterally loaded monopiles in sandy soil using hybrid neural network and sequential quadratic programming	42
Three-dimensional rigorous upper-bound limit analysis of soil slopes subjected to variable seismic excitations	42
Implications of infinite rock slope analysis: Tension cut-off and graphical interpretation	42
A novel dimension reduction-based metamodel approach for efficient slope reliability analysis considering soil spatial variability	42
Influence analysis on the shear behaviour and failure mode of grout-filled jointed rock using 3D DEM coupled with the cohesive zone model	42
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact	41
Closed-form solution for excavation-induced ground settlement profile in clay	41
Discrete element analysis of geogrid-stabilized ballasted tracks under high-speed train moving loads	41
A unified hardening/softening elastoplastic model for rocks undergoing brittle-ductile transition with strength-mapping and fractional plastic flow rule	41
Multicore CPU-based parallel computing accelerated digital image correlation for large soil deformations measurement	41
Undrained stability analysis of strip footings lying on circular voids with spatially random soil	41
Linking shear strength to granular skeleton state of continuously graded coarse-grained soils: Insights from discrete element modelling	40
Effects of sliding and debonding of the pile-soil interface on the soil reaction to laterally loaded piles	40
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	40
A state-dependent dilatancy model for cemented sand	40
Analytical solutions of the dynamic response of a dual-beam model for a geosynthetic reinforced pile-supported embankment under moving load	40

A simple and robust MPM framework for modelling granular flows over complex terrains	40
Dynamics of bouldery debris flow impacting onto rigid barrier by a coupled SPH-DEM-FEM method	39
Towards an improved analytical framework to estimate active earth pressure in narrow c – ϕ soils behind rotating walls about the base	39
Dynamic interaction between continuously reinforced concrete pavement and fractional poroviscoelastic subgrade due to moving loading	39
Experimental data-centric prediction of penetration depth and holding capacity of dynamically installed anchors using machine learning	38
Failure assessment of reinforced rock slopes subjected to bolt corrosion considering correlated multiple failure modes	38
Simulation of non-cohesive soil turning based on an SPH model	38
Basal heave stability analysis of excavations considering the soil strength increasing with depth	38
Numerical investigation on the influence of contact characteristics on nonlinear flow in 3D fracture	38
Editorial Board	38
Multi-fidelity approach for uncertainty quantification of buried pipeline response undergoing fault rupture displacements in sand	38
Incorporating particle roughness and hardness into contact model to reproduce elastic behaviors of granular soils in DEM	37
Modeling of flexible membrane boundary using discrete element method for drained/undrained triaxial test	37
Dynamic process simulation of the Xiaogangjian rockslide occurred in shattered mountain based on 3DEC and DFN	37
Numerical study on the effect of intersection angle and loading magnitude on leakage-induced ground collapse	37
An analytical approach to the ultimate bearing capacity of smooth and rough strip foundations on rock mass considering three-dimensional (3D) strength	37
Ultimate bearing capacity of strip footings above rectangular voids in Hoek-Brown rock masses	37
Laser rock-breaking mechanism considering rock inhomogeneity and the temperature effect	37
Constitutive response predictions of both dense and loose soils with a discrete element model	37
A bound water model for numerical simulation of SWCC in the wide suction range based on DDA	36
A novel nonlinear fractional viscoelastic–viscoplastic damage creep model for rock-like geomaterials	36
Seismic response of shield tunnel structure embedded in soil deposit with liquefiable interlayer	36
A theoretical solution to investigate long-term behavior of pressurized tunnels in severe squeezing conditions	36
Grain-scale modeling of shear responses of dilative granular packings under stress path pertinent to rainfall-induced slope failures	35
Difference solutions for responses of foundation-beams with arbitrary boundary conditions considering spatial soil variability and its applications	35
Study on the simulation method and mesoscopic characteristics of rock freeze-thaw damage	35
Soil improvement using biostimulated MICP: Mechanical and biochemical experiments, reactive transport modelling, and parametric analysis	35
Dynamic installation of torpedo anchors in slightly overconsolidated clay-overlaying-sand deposit	35
Effect of advance rate on excess pore water pressure induced by TBM tunnelling in saturated sand	35
Precision and computational costs of Level Set-Discrete Element Method (LS-DEM) with respect to DEM	35
Simulation of cone penetrometer tests in sand using three advanced constitutive models: A comparative study	34
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	34
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	34
Finite element implementation of a seepage-stress coupling method for solid-liquid-gas three phases in porous media considering compressible gas	34
A hybridized continuum-discontinuum modeling for investigating the fracture and energy evolution characteristics of rock mass under sequential explosive detonation using a bilinear cohesive fracture m	34
Modelling the evolution of dual-pore structure for compacted clays along hydro-mechanical paths	34
An Uncertainty-driven Peak-integration (UP) Strategy for 3D Borehole Layout Planning	34
Dynamic analysis of unsaturated porous media under moving loads by the time domain FEM using moving coordinates	34
Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers	34
Mechanical response for rainfall-induced landslides on jointed gas pipelines	34
Lower bound analysis of rectangular footings with interface adhesion factors on nonhomogeneous clays	34
Effects of velocity-dependent apparent toughness on the pre- and post-shut-in growth of a hydraulic fracture	33
Editorial Board	33
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	33
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	33
One-dimensional finite element limit analysis for hydraulic pile extraction	33
A new prediction model of the jet grouting column diameter for three jet grouting systems	33
Editorial Board	32
Compaction localization and anisotropic permeability evolution	32
Analytical formulation for the deformability assessment of rock masses with filled discontinuities	32
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	32
Comparison of local and nonlocal regularization approaches in Eulerian-based finite element analyses	32
Editorial Board	31
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	31
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	31
Reduced-order modeling of near-field THMC coupled processes for nuclear waste repositories in shale	31
Upper bound solution of passive instability on the face of longitudinal inclined shallow buried shield tunnel based on rotation–translation mechanism	31
A novel framework for ascertaining the safety factor and critical slip surface of 3D slopes reinforced with piles	31
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	31
Simulation of heterogeneous breakage in sand based on full-field X-ray tomography measurements	31
Calculation method for the ultimate bearing capacity of pressure-cast-in-situ pile with spray-expanded frustum	31
Editorial Board	31
Stability assessment of a non-circular tunnel face with tensile strength cut-off subject to seepage flows: A comparison analysis	31
Influence of material heterogeneity on the blast-induced crack initiation and propagation in brittle rock	30
Ground vibration attenuation performance of surface walls	30
An efficient strength reduction method for finite element slope stability analysis	30
Implementation of an advanced bounding surface constitutive model in OpenSees	30
An extension of Broms’ theory to unsaturated soils	30
Implementation of linear strain elements for image-based Finite Element Analysis of cemented natural sand	30
Estimation of engineering bedrock layer utilizing ground surface elevation in Gaussian process regression	30
Probabilistic characterization of a high-cycle accumulation model for sands	30
Contributions of joint structure and free-fall to the fragmentation of rock avalanche: Insights from 3D discrete element analyses	30
Impact of key factors on shield scraper performance in gravelly soil strata: DEM and experimental investigations	30
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis	29
A finite element-based dynamic simulation method for modeling shield-ground interactions: 3D numerical simulations with comparison to physical experiments	29
Elastoplastic discrete bond cell model for rock-like material with irreversible sliding interfaces	29
SPH-DEM simulations of saturated granular soils liquefaction incorporating particles of irregular shape	29
Interpreting temperature effects in soils using thermally-enhanced viscoplastic model	29
Thermo-mechanical Coupling Characteristics of Granite under Triaxial Pressures and Ultrahigh Heating Rates	29
Exploiting excavation-induced displacement for slope heterogeneity characterization and stability analysis	29

Analysis of undrained cyclic response of saturated soils	29
2-D coupled fluid-particle numerical analysis of seepage failure of saturated granular soils around an embedded sheet pile with no macroscopic assumptions	29
Development of 1D bounding surface model for lattice spring model on predicting rock failure under cyclic loading	29
Vertical drain aided consolidation and solute transport	28
DEM exploration of confining stress effect in cyclic liquefaction of granular soils	28
Effects of pre-shearing stress ratio on the mechanical behaviours of gap-graded soils subjected to internal erosion	28
Lateral soil resistance of rigid pile in cohesionless soil on slope	28
A simple approach to probabilistic CPTu-based geotechnical stratigraphic profiling	28
Filtering property of periodic pile barriers under moving loads	28
Finite elements limit analysis formulation using the power type yield criterion for plane strain and axisymmetric stability problems	28
Diffraction of P1, SV, or Rayleigh waves by an arbitrary-shaped canyon in an unsaturated half-plane	28
Shear band static evolution by spatially mobilized plane criterion based Drucker-Prager model and numerical manifold method	27
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	27
A fully coupled hydromechanical XFEM model for the simulation of 3D non-planar fluid-driven fracture propagation	27
Coupled hydromechanical analysis of sparsely fractured crystalline rocks	27
A 3D coupled ALEM-BEM method for assessing pile mitigation performance to moving-harmonic-load induced vibrations in cross-anisotropic porous saturated media	27
Time-dependent behavior of retaining piles during pre-excavation dewatering in multi-layered saturated soils	27
A combined machine learning/search algorithm-based method for the identification of constitutive parameters from laboratory tests and in-situ tests	27
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	27
Influence of unsteady temperature on the stress field of a deep buried circular lining tunnel	27
Energy balance analyses during Standard Penetration Tests in a virtual calibration chamber	27
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	27
Numerical evaluation of transient solar radiation effect on concrete-faced rockfill dam with dual mortar contact method	27
A novel and efficient sequential-explicit technique for poroelasticity problems	27
Application of closest point projection method to unified hardening model	27
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	27
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	27
State-dependent induced dilatancy angle and hyperplasticity model for granular soils	27
Assessing axial load transfer mechanism of open-ended tubular piles penetrating in weak rocks using three-dimensional discrete element method	27
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	27
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil	26
Simplified analytical solutions for seismic response on cross section of circular tunnel with composite linings	26
Axisymmetric elastic field in layered non-homogeneous and transversely isotropic geo-materials due to surface traction	26
Optimizing 3D granular modeling with integrated 3DEC and neper techniques for granite mechanics simulation	26
Investigating the controls of ice-wedge initiation and growth using XFEM	26
An analytical solution to ground stresses induced by tunneling considering ground surface boundary conditions and gravity	26
One-dimensional non-isothermal diffusion model for organic pollutant in an unsaturated composite liner considering the degradation effect	26
A generalized joint pyramid method for removability analysis of rock blocks: Theoretical formulation and numerical implementation	26
Influence of difference in deformation modulus between asphalt concrete core and transition layer on core behavior and difference threshold determination	26
Feasibility of vibration mitigation in unsaturated soil by periodic pile barriers	26
Soil-structure interaction of surface footings	26
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	26
Analytical model for consolidation of soft ground improved by PVDs with air-boosted system	26
Framework for a reliability-based analysis of local scour and its effect on pile response in clay	26
Digital image reduction for the analysis of topological changes in the pore space of rock matrix	26
One-dimensional large strain nonlinear thaw consolidation model for saturated frozen soil	26
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels	26
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	26
A semi-analytical method for elastic-plastic analysis of a deep-buried elliptical tunnel	26
Theoretical study of S wave passing through a double-layer wave impeding block in the unsaturated soil	26
Detection of volatile organic compounds by membrane interface probe: Multiphase numerical model for in-situ test evaluation	26
Multi-surface and bounding surface models in hyperplasticity	25
A composite element solution of convection-conduction heat transfer in fractured rock mass	25
Particle shape effects on dynamic properties of granular soils: A DEM study	25
Study on the characteristics of blast-induced damage zone by using the wave velocity field inversion technique	25
Effect of particle breakage on the behavior of soil-structure interface under constant normal stiffness condition with DEM	25
Thermodynamic constitutive model for calcareous sand considering specimen preparation	25
Studying the air ventilation effect on the hydromechanical behaviour of cracked rock media around large-scale gallery using a double-scale FE2 model	25
Elasto-plastic analysis of the surrounding rock mass in circular tunnel using a new numerical model based on generalized nonlinear unified strength theory	25
Analytical solution for radial consolidation of combined electroosmosis-vacuum-surcharge preloading considering free strain and cyclic loading	25
A collaborative numerical simulation-soft computing approach for earth dams first impoundment modeling	25
A new hyper-elastic law for single yield surface constitutive models for clays	25
A multi-axial bounding surface p-y model with application in analyzing pile responses under multi-directional lateral cycling	25
A developed soil reaction model for large- diameter monopiles in sand based on hyperbolic curves	25
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	25
A methodology to predict the run-out distance of submarine landslides	25
Peridynamic micro-elastoplastic constitutive model and its application in the failure analysis of rock masses	25
Estimation of seismic wave incident angle using vibration response data and stacking ensemble algorithm	25
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem	25
Finite element analysis of heat and mass transfer in unsaturated freezing soils: Formulation and verification	25
Predicting the permeability of consolidated silty clay via digital soil reconstruction	25
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	25
Linear and nonlinear fluid flow responses of connected fractures subject to shearing under constant normal load and constant normal stiffness boundary conditions	25
Numerical analysis of the impact of drill-and-blast tunneling on an overlying landfill	24
Multi-scale investigation on dynamic characteristics of clayey soil evaporation and cracking	24
An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media	24
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	24
Evaluation of stability against basal heave for excavations in clay overlying a confined aquifer	24
Scour effects on lateral responses of pile groups in clays	24
Impact analysis of transverse isotropic freezing expansion in surrounding rock and variation of freezing front on cracks initiation	24
Proposal of a coupled DDA-SPH method incorporating a new contact algorithm for soil-structure interaction simulations in geotechnical hazards	24
Micro-mechanical analysis of particle shape effect on suffusion of gap-graded soils	24
Mechanical resistance behind fiber-reinforced polymer pile: Role of clay minerals	24
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	24
An arrival time picker for microseismic rock fracturing waveforms and its quality control for automatic localization in tunnels	24
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	24
Three-dimensional undrained face stability of circular tunnels in non-homogeneous and anisotropic clays	24
Effects of deviator strain histories on liquefaction of loose sand using DEM	24
Diffused arching in embankments supported by non-compliant columns with capping beams	24
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	24
Influence of seepage and tunnel face opening on face support pressure of EPB shield	24
Effect of flow-independent viscosity on the propagation behavior of Rayleigh wave in partially saturated soil based on the fractional standard linear solid model	24
Analytical layer element with a circular cavity and its application in predicting ground vibrations from surface and underground moving sources	24
Investigation of cutoff wall location in steady axisymmetric seepage	23
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	23