Computers and Geotechnics

Article	Citations
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	213
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	171
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	164
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	133
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	131
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	123
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	111
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis	102
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	99
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	84
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	82
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels	79
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties	79
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	74
A state-dependent dilatancy model for cemented sand	73
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	72
Compaction localization and anisotropic permeability evolution	72
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	72
Editorial Board	69
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process	68
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	65
Numerical analysis of dynamic behavior of piled embankment under train loading	65
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	64
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	63
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	62

Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations	61
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	60
Multiscale investigation of bonded granular materials: The H-bond model	59
Symbolic regression based prediction of anisotropic closure in deep tunnels	59
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	58
Ground vibration attenuation performance of surface walls	57
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	56
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	55
A new prediction model of the jet grouting column diameter for three jet grouting systems	55
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	54
A generalized water retention model in a wide suction range considering the initial void ratio and its verification	54
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	53
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	52
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil	52
An extension of Broms’ theory to unsaturated soils	52
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	52
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	51
Filtering property of periodic pile barriers under moving loads	51
Lateral soil resistance of rigid pile in cohesionless soil on slope	51
Analytical formulation for the deformability assessment of rock masses with filled discontinuities	51
A composite element solution of convection-conduction heat transfer in fractured rock mass	50
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	50
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses	50
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	50
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning	49
Risk assessment of soil slope failure considering copula-based rotated anisotropy random fields	49
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	48
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	48
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	48
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	48
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	47
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	47
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	46
A topological view on microscopic structural evolution for granular material under loading and unloading path	46
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	46
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics	45
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion	45
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	45
Temperature and plant root effects on soil hydrological response and slope stability	45
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	45
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	45
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection	45
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	44
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact	44
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	44
An efficient strength reduction method for finite element slope stability analysis	44
A new pile-soil interface and its application in battered mini piles under monotonic lateral load in cohesive soil	44
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	44
Theoretical prediction study on drawdown and surface settlement induced by dewatering and excavation in unconfined aquifers	44
Enhanced damage modelling of steel wire ring nets subjected to repeated rockfall impacts	42

Editorial Board	42
Recommendations for determining nonlinear Winkler spring parameters for buried steel pipe stress analysis applications	42
A simplified interpolation algorithm for the numerical simulation of the consolidation in composite foundation containing group of stone columns	42
A dual-modified implicit time integration method for three-dimensional impact modelling within the framework of the SBFEM	41
Bearing capacity of shallow foundations on Florida limestone: A study of single layer and rock-over-sand subsurface	41
Local refinement strategy and implementation in the Numerical Manifold Method (NMM) for two-dimensional geotechnical problems	41
Numerical manifold method with local pixel representation of finite covers for two-dimensional problems having complex discontinuities	41
Simplified mathematical modeling to plane strain consolidation considering unsaturated and saturated conditions for ground with anisotropic permeability	40
Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures	40
Elimination method of sliding blockage effect in discrete element simulation of rolling stone based on discrete fracture network and damping joint model	40
Supplement to the reliability index approach and its application to tunnel reliability problems	40
Analytical solution for suction-induced seepage flow during suction bucket installation in multilayered soil with anisotropic permeability	40
Numerical investigation of rock sphere breakage upon oblique impact: effect of the contact friction coefficient and impact angle	39
Effect of dynamic compaction by multi-point tamping on the densification of sandy soil	39
Effect of mineral dissolution on fault slip behavior during geological carbon storage	39
Towards an error indicator-based h-adaptive refinement scheme in kin	39
An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media	39
Seismic responses of suction bucket foundation in liquefiable seabed considering spatial variability	39
A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves	38
Bayesian updating on resistance factors of H-Piles with axial load tests	38
Polynomial chaos kriging-assisted reliability-based design optimization for a deep mixing wall	38
Three-dimensional discrete element simulation of the triaxial cyclic loading of sandstone based on a nonlinear parallel-bonded stress corrosion model	38
Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils	38
A novel unified model for volumetric hardening and water retention in unsaturated soils	38
A path-dependence aware LSTM-based framework for modeling the mechanical behavior of unsaturated soil	38
A new approach for seepage parameter inversion of earth–rockfill dams based on an improved sparrow search algorithm	38
DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes	38
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number	38
Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock	38
Improving the estimation of soil spatial variability by considering transformation uncertainty based on LDRFE analysis	37
Vertical mechanical response of axial loaded pile to tunneling-induced pile exposure	37
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences	37
Estimation of site-specific multivariate probability distribution of soil properties using a mixed sampling technique	37
A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay	37
Improved soil–structure interaction model considering time-lag effect	37
Reconstruction and generation of 3D realistic soil particles with metaball descriptor	37
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction	36
A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density	36
Angle of repose for superquadric particles: Investigating the effects of shape parameters	36
Effect of realistic shape on grain crushing for rounded and angular granular materials	36
Root size effects on transverse root-soil interactions	36
Assessing highway resilience subjected to rainfall-induced slope failure	36
Numerical investigation of heating and cooling-induced damage and brine migration in geologic rock salt : Insights from coupled THM modeling of a controlled block scale experiment	36
Complex variable solution on over-/under-break shallow tunnelling in gravitational geomaterial with reasonable far-field displacement	36
A binary-medium-based constitutive model for rocks under cyclic loading	36
One-dimensional consolidation of unsaturated–saturated soil system considering pervious or impervious drainage condition induced by time-dependent loading	36
A mixed finite element/finite volume formulation for granular bentonite mixtures	36
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction	36
A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure	35
A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage	35
Efficiency of various mitigation schemes in the alleviation of the destructive effect of reverse dip-slip fault rupture on surface and embedded shallow foundations using upper bound finite element lim	35
Further development of distinct lattice spring model for stability and collapse analysis of deep foundation pit excavation	35
Contribution of capillary pressure to effective stress for unsaturated soils: Role of wet area fraction and water retention curve	35
Multiphysics coupling material point method for modelling frost heave of rock slope	35
An implicit thermo-mechanical coupling model for heat conduction and thermal cracking in brittle materials	34
Numerical modeling of open TBM tunneling in stratified rock masses using a coupled FDM-DEM method	34
Dynamic response prediction for slope during earthquake using modal analysis and deep learning methods	34
Multivariate probability distributions for index and mechanical clay parameters in Shenzhen	34
A theoretical analysis method for stiffened deep cement mixing (SDCM) pile groups under vertical load in layer soils	33
Application of disturbed state concept for load-transfer modeling of recoverable anchors in layer soils	33
Thermodynamic constitutive model for granular soils considering particle shape distribution	33
Investigation of the compaction behaviour of sand-gravel mixtures via DEM: Effect of the sand particle shape under vibration loading	33
CFD-DEM modeling of seepage in foam-conditioned soil	33
Stabilized low-order finite-element formulation for static and dynamic simulation of saturated soils based on a hybrid integration scheme	33
Exploring packing density, critical state, and liquefaction resistance of sand-fines mixture using DEM	33
Numerical investigation of an equivalent hydraulic aperture for rough rock fractures based on cosimulation	33
The correlation of macro deformation and micro kinematics for dense granular material subjected to shearing	32
Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure	32
An updated Lagrangian framework with quadratic element formulations for FDEM	32
Effect of multi-scale rough surfaces on oil-phase trapping in fractures: Pore-scale modeling accelerated by wavelet decomposition	32
A unified and rigorous solution for quasi-static cylindrical cavity expansion in plasticity constitutive models	32
A thermo-hydromechanical damage model and its application to a deep geological radioactive repository	32
A frequency-velocity CNN for developing near-surface 2D vs images from linear-array, active-source wavefield measurements	32
Optimisation of the padeye location for dynamically embedded plate anchors	32
A simplified analytical method for the tunnels’ mechanical behaviour under the action of active fault zones	32
Response to “Discussion of ‘A multifractal geometric model for estimating spontaneous imbibition in an unsaturated fractured core-scale network in a low-permeability reservoir’”	31
State parameter for partially drained paths using a SANISAND model	31
Analysis of the existing pile response induced by adjacent pile driving in undrained clay	31
Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling	31
Evaluating changes in the degree of saturation in excavation disturbed zones using a stochastic differential equation	31

Modeling of fluid-induced seismicity during injection and after shut-in	31
Three-dimensional trench stability in non-uniform undrained clay with discretization-based kinematic analysis	31
Temperature effect on the stability of 3D reinforced slopes under unsaturated flow conditions	31
Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers	31
Micromechanical investigation of the aging mechanism in sand	31
A novel inversion approach for seepage parameter of concrete face rockfill dams based on an enhanced sparrow search algorithm	31
Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient	31
Machine Learning-guided Observational Method for Prediction of Preloading-induced Consolidation Settlement	31
Entrainment effect of dry and saturated path material on granular flow movement and the force of granular flow impacting on the retaining wall: A numerical study	31
Groundwater effect on bearing capacity of shallow strip footings	31
A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution	31
Random structure modeling of soil and rock mixture and evaluation of its permeability using three-dimensional numerical manifold method	30
Numerical investigation of a segmental grey cast iron tunnel ring: validation with laboratory data and application to field conditions	30
Developing a digital twin for dam safety management	30
Predicting the uniaxial capacity of plate anchors in spatially variable clay using metamodels	30
An insight into the meso-scale topological structure nature of granular materials subjected to quasi-static shearing	30
Effect of heterogeneity of particle properties on the mechanical properties of sandy soil materials	30
Nonlinear distinct element modeling of the microstructural compression-hardening effect on the progressive failure and associated acoustic emission of brittle rock	30
Prior geological knowledge enhanced Markov random field for development of geological cross-sections from sparse data	30
A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials	30
Novel semi-analytical model for the transient response of laterally loaded pile considering geometric nonlinear behaviors	30
Numerical and analytical investigation on inclined plate anchors in sand	30
Hypoplastic model with an inner memory surface for sand under cyclic loading	30
Fully coupled hydromechanical study of tunnel excavation considering leachate leakage from a high water-level landfill	30
Analysis of the influence of interlayer discontinuity conditions on the dynamic responses of multilayered poroelastic soil	30
Editorial Board	30
Phase field fracture modeling of cohesive-frictional materials like concrete and rock using the scaled boundary finite element method	29
A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope	29
Mesoscopic modeling approach and application based on rock thin slices and nanoindentation	29
The hydraulic fracturing with multiple influencing factors in carbonate fracture-cavity reservoirs	29
Theoretical study on dynamic stress redistribution around circular tunnel with different unloading paths	29
Surrogate model for 3D ground and structural deformations in tunneling by the sequential excavation method	29
A constitutive model for geosynthetic interfaces considering nonlinear softening behavior	29
Numerical analysis of group effects of a large pile group under lateral loading	29
Multiscale modeling for fire induced spalling in concrete tunnel linings based on the superposition-based phase field fracture model	28
A coupled THM finite element formulation for unsaturated soils and a strategy for its nonlinear solution	28
Microstructural behaviour of soft-rigid granular mixes under compressive loads: DEM study using coherent contact model	28
Effect of copula dependence structure on the failure modes of slopes in spatially variable soils	28
Strain-dependent slope stability for earthquake loading	28
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure	28
Crack analysis using a dislocation-based displacement discontinuity method: Derivation of higher-order elements, numerical implementation, and accuracy analysis	28
Strain rockburst evolution process under true triaxial condition with single face unloading due to tunnel excavation	28
Numerical simulation of rock bursts triggered by blasting disturbance for deep-buried tunnels in jointed rock masses	28
An LSTM RNN proposal for surrogate modeling the dynamic response of buried structures to earthquake plane waves in soil half-spaces	28
Numerical analysis of environmental influences on evaporation in a cracked soil slope	28
A simple load transfer method for energy pile groups	28
Numerical simulation of hydraulic fracturing and associated seismicity in lab-scale coal samples: A new insight into the stress and aperture evolution	28
Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model	28
Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil	28
An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization	28
Upper bound analysis of working face passive failure in large-diameter shield tunneling based on a composite mechanism	28
Numerical analysis of buried pipelines response to bidirectional non-uniform seismic excitation	28
An integrated parameter calibration method and sensitivity analysis of microparameters on mechanical behavior of transversely isotropic rocks	28
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations	27
Numerical investigation of variable-mass seepage mechanism of broken rock mass in faults	27
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters	27
Mechanical behavior of frozen soils: Experimental investigation and numerical modeling	27
DEM study on evolution of soil arching in a deep trapdoor in seismic shaking conditions	27
Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal	27
A fast mesh model for block generation in tunnels	27
Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves	27
Multiscale modeling of coupled thermo-mechanical behavior of granular media in large deformation and flow	27
A hypoplastic constitutive model for structured soils	27
Torsional vibration of a pile in unsaturated soil considering the construction disturbance	27
Computational micromechanics of porous brittle solids	27
Performance and geocell-soil interaction of sand subgrade reinforced with high-density polyethylene, polyester, and polymer-blend geocells: 3D numerical studies	27
A novel complex variable solution for the stress and displacement fields around a shallow non-circular tunnel	27
Bearing capacity of lunar soil ground under extraterrestrial environmental effects	27
Wind-wave combined effect on dynamic response of soil-monopile-OWT system considering cyclic hydro-mechanical clay behavior	27
Study on the influence of statistical geometrical characteristics on the permeability tensor of fractured rock masses by the equivalent pipe network method	27
Editorial Board	26
Numerical modelling of expansive geomaterials: Finite element formulation and constitutive models	26
Study on soil gap formation beneath existing underground structures due to new excavation below	26
Microscopic analysis of the influence of soil properties on the suction bucket installation in sand based on the CFD-DEM model	26
A constitutive model of rock based on strain cone surface and the parameter calibration method with high efficiency	26
A novel insight into the transition from plasticity to elasto-damage modelling in intact rocks	26
Editorial Board	26
The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach	26
Theoretical responses of shallow-buried circular cavity subjected to transient P wave	26
Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters	26
an extended CFD-DEM model based on micropolar fluid and its application in geological engineering	26
Editorial Board	26
Discussion on “Procedure for assessing the liquefaction vulnerability of tailings dams”	26
A rapid, simplified, hybrid modeling approach for simulating solute transport in discrete fracture networks	26
A novel coupled bES-FEM formulation with SUPG stabilization for thermo-hydro-mechanical analysis in saturated porous media	26
Corrigendum to “Thermodynamics-based constitutive modeling of chemically-induced grain degradation for cohesive granular materials” [Comput. Geotech. 179 (2025) 1–17/107042]	26
Complex variable solution for tunneling-induced ground deformation considering the gravity effect and a cavern in the strata	26
Three-dimensional modeling of the mechanical behavior of a single pile in unsaturated expansive soils during infiltration	25
Evaluation of the horizontal cyclic shear stress on the enclosed soil in DSM grid-improved ground by numerical simulation	25
Ultrasonic characterization of frozen soils using a multiphase poromechanical approach	25
CFD–DEM comparison of slurry infiltration in laboratory column tests and in real-world tunnelling	25
Three-dimensional dynamic responses of a layered transversely isotropic half-space with irregular interfaces using the thin layer method	25
Localization patterns emerging in CPTu tests in a saturated natural clay soil	25
A simple gradation-state-dependent model for granular materials	25
Mesoscale numerical investigation of the effects of fiber stiffness on the shear behavior of fiber-reinforced granular soil	25