Computers and Geotechnics

Article	Citations
Ground vibration attenuation performance of surface walls	211
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	158
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	152
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	124
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	124
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	117
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	104
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	96
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	94
Undrained stability analysis of dual unlined horseshoe-shaped tunnels in non-homogeneous clays using lower bound limit analysis method	78
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	75
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	74
Lateral soil resistance of rigid pile in cohesionless soil on slope	74
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	73
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	68
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	68
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion	68
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	66
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	64
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	64
An extension of Broms’ theory to unsaturated soils	64
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning	62
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	62
Editorial Board	60
A new prediction model of the jet grouting column diameter for three jet grouting systems	58

Compaction localization and anisotropic permeability evolution	58
Analytical formulation for the deformability assessment of rock masses with filled discontinuities	57
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	56
Symbolic regression based prediction of anisotropic closure in deep tunnels	55
Editorial Board	54
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	53
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	51
Risk assessment of soil slope failure considering copula-based rotated anisotropy random fields	51
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process	51
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil	51
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	50
Filtering property of periodic pile barriers under moving loads	50
Numerical analysis of dynamic behavior of piled embankment under train loading	50
An efficient strength reduction method for finite element slope stability analysis	49
A topological view on microscopic structural evolution for granular material under loading and unloading path	49
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	49
Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations	49
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	49
Soil-structure interaction of surface footings	49
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	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
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	47
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	47
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	47
A generalized water retention model in a wide suction range considering the initial void ratio and its verification	47
A composite element solution of convection-conduction heat transfer in fractured rock mass	46
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	46
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	46
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics	45
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	45
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis	45
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	45
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels	45
Temperature and plant root effects on soil hydrological response and slope stability	44
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties	44
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	44
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	44
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	44
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	43
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	42
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	42
Multiscale investigation of bonded granular materials: The H-bond model	42
A state-dependent dilatancy model for cemented sand	42
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	42
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	41
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact	41
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	41
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	41
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection	41
A new pile-soil interface and its application in battered mini piles under monotonic lateral load in cohesive soil	40

Editorial Board	40
Complex variable solution on over-/under-break shallow tunnelling in gravitational geomaterial with reasonable far-field displacement	40
A simplified interpolation algorithm for the numerical simulation of the consolidation in composite foundation containing group of stone columns	40
Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure	40
An updated Lagrangian framework with quadratic element formulations for FDEM	40
Theoretical prediction study on drawdown and surface settlement induced by dewatering and excavation in unconfined aquifers	40
Enhanced damage modelling of steel wire ring nets subjected to repeated rockfall impacts	40
Multiphysics coupling material point method for modelling frost heave of rock slope	40
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences	39
Local refinement strategy and implementation in the Numerical Manifold Method (NMM) for two-dimensional geotechnical problems	39
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction	39
Recommendations for determining nonlinear Winkler spring parameters for buried steel pipe stress analysis applications	39
An implicit thermo-mechanical coupling model for heat conduction and thermal cracking in brittle materials	38
Numerical manifold method with local pixel representation of finite covers for two-dimensional problems having complex discontinuities	38
A polybézier-based particle model for the DEM modeling of granular media	38
Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock	38
Bayesian updating on resistance factors of H-Piles with axial load tests	38
A dual-modified implicit time integration method for three-dimensional impact modelling within the framework of the SBFEM	38
Bearing capacity of shallow foundations on Florida limestone: A study of single layer and rock-over-sand subsurface	38
Towards an error indicator-based h-adaptive refinement scheme in kin	38
Supplement to the reliability index approach and its application to tunnel reliability problems	37
Simplified mathematical modeling to plane strain consolidation considering unsaturated and saturated conditions for ground with anisotropic permeability	37
Micro-modelling of shear localization during quasi-static confined granular flow in silos using DEM	36
Elimination method of sliding blockage effect in discrete element simulation of rolling stone based on discrete fracture network and damping joint model	36
Further development of distinct lattice spring model for stability and collapse analysis of deep foundation pit excavation	36
Numerical investigation of an equivalent hydraulic aperture for rough rock fractures based on cosimulation	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
A binary-medium-based constitutive model for rocks under cyclic loading	36
Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures	35
Thermodynamic constitutive model for granular soils considering particle shape distribution	35
Improved soil–structure interaction model considering time-lag effect	35
Stabilized low-order finite-element formulation for static and dynamic simulation of saturated soils based on a hybrid integration scheme	35
Vertical mechanical response of axial loaded pile to tunneling-induced pile exposure	35
Analytical solution for suction-induced seepage flow during suction bucket installation in multilayered soil with anisotropic permeability	35
A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure	35
CFD-DEM modeling of seepage in foam-conditioned soil	35
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 model	35
Contribution of capillary pressure to effective stress for unsaturated soils: Role of wet area fraction and water retention curve	35
Effect of realistic shape on grain crushing for rounded and angular granular materials	34
Improving the estimation of soil spatial variability by considering transformation uncertainty based on LDRFE analysis	34
Application of disturbed state concept for load-transfer modeling of recoverable anchors in layer soils	34
Effect of mineral dissolution on fault slip behavior during geological carbon storage	34
Numerical investigation of rock sphere breakage upon oblique impact: effect of the contact friction coefficient and impact angle	34
Angle of repose for superquadric particles: Investigating the effects of shape parameters	34
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	34
Seismic responses of suction bucket foundation in liquefiable seabed considering spatial variability	34
A unified and rigorous solution for quasi-static cylindrical cavity expansion in plasticity constitutive models	34
Root size effects on transverse root-soil interactions	33
A frequency-velocity CNN for developing near-surface 2D vs images from linear-array, active-source wavefield measurements	33
A path-dependence aware LSTM-based framework for modeling the mechanical behavior of unsaturated soil	33
Effect of dynamic compaction by multi-point tamping on the densification of sandy soil	33
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number	33
Polynomial chaos kriging-assisted reliability-based design optimization for a deep mixing wall	33
A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves	33
A mixed finite element/finite volume formulation for granular bentonite mixtures	32
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction	32
An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media	32
A thermo-hydromechanical damage model and its application to a deep geological radioactive repository	32
Numerical stability analysis of reinforced soil structures using the multiphase model	32
Dynamic response prediction for slope during earthquake using modal analysis and deep learning methods	32
Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils	31
Assessing highway resilience subjected to rainfall-induced slope failure	31
Exploring packing density, critical state, and liquefaction resistance of sand-fines mixture using DEM	31
One-dimensional consolidation of unsaturated–saturated soil system considering pervious or impervious drainage condition induced by time-dependent loading	31
A simplified analytical method for the tunnels’ mechanical behaviour under the action of active fault zones	31
Effect of multi-scale rough surfaces on oil-phase trapping in fractures: Pore-scale modeling accelerated by wavelet decomposition	31
A new approach for seepage parameter inversion of earth–rockfill dams based on an improved sparrow search algorithm	31
A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay	31
Numerical simulation of fluid injection-induced fault slip in heterogeneous shale formations	31
Reconstruction and generation of 3D realistic soil particles with metaball descriptor	31
A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage	30
Estimation of site-specific multivariate probability distribution of soil properties using a mixed sampling technique	30
Investigation of the compaction behaviour of sand-gravel mixtures via DEM: Effect of the sand particle shape under vibration loading	30
Optimisation of the padeye location for dynamically embedded plate anchors	30
Mesoscopic modeling approach and application based on rock thin slices and nanoindentation	30
DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes	30
Multivariate probability distributions for index and mechanical clay parameters in Shenzhen	30
DEM study of creep and stress relaxation behaviors of dense sand	30
A novel coupled bES-FEM formulation with SUPG stabilization for thermo-hydro-mechanical analysis in saturated porous media	30
Numerical modeling of open TBM tunneling in stratified rock masses using a coupled FDM-DEM method	30

Three-dimensional discrete element simulation of the triaxial cyclic loading of sandstone based on a nonlinear parallel-bonded stress corrosion model	30
A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density	30
A novel unified model for volumetric hardening and water retention in unsaturated soils	30
Numerical investigation of variable-mass seepage mechanism of broken rock mass in faults	30
A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution	29
A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope	29
Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers	29
Hypoplastic model with an inner memory surface for sand under cyclic loading	29
Theoretical study on dynamic stress redistribution around circular tunnel with different unloading paths	29
Temperature effect on the stability of 3D reinforced slopes under unsaturated flow conditions	29
Wind-wave combined effect on dynamic response of soil-monopile-OWT system considering cyclic hydro-mechanical clay behavior	29
Nonlinear distinct element modeling of the microstructural compression-hardening effect on the progressive failure and associated acoustic emission of brittle rock	29
Developing a digital twin for dam safety management	29
Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling	29
Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model	29
Numerical and analytical investigation on inclined plate anchors in sand	29
Prior geological knowledge enhanced Markov random field for development of geological cross-sections from sparse data	29
Numerical simulation of rock bursts triggered by blasting disturbance for deep-buried tunnels in jointed rock masses	29
Strain-dependent slope stability for earthquake loading	29
Torsional vibration of a pile in unsaturated soil considering the construction disturbance	29
Effect of copula dependence structure on the failure modes of slopes in spatially variable soils	29
Numerical analysis of group effects of a large pile group under lateral loading	28
Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal	28
Machine Learning-guided Observational Method for Prediction of Preloading-induced Consolidation Settlement	28
An LSTM RNN proposal for surrogate modeling the dynamic response of buried structures to earthquake plane waves in soil half-spaces	28
Surrogate model for 3D ground and structural deformations in tunneling by the sequential excavation method	28
Multiscale modeling of coupled thermo-mechanical behavior of granular media in large deformation and flow	28
The correlation of macro deformation and micro kinematics for dense granular material subjected to shearing	28
Numerical simulation of hydraulic fracturing and associated seismicity in lab-scale coal samples: A new insight into the stress and aperture evolution	28
Probabilistic stability analysis of geo-structures in anisotropic clayey soils with spatial variability	28
A hypoplastic constitutive model for structured soils	28
Numerical analysis of environmental influences on evaporation in a cracked soil slope	28
Numerical analysis of buried pipelines response to bidirectional non-uniform seismic excitation	28
Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters	28
Multiscale modeling for fire induced spalling in concrete tunnel linings based on the superposition-based phase field fracture model	28
Microstructural behaviour of soft-rigid granular mixes under compressive loads: DEM study using coherent contact model	27
A fast mesh model for block generation in tunnels	27
Evaluating changes in the degree of saturation in excavation disturbed zones using a stochastic differential equation	27
State parameter for partially drained paths using a SANISAND model	27
Modeling of fluid-induced seismicity during injection and after shut-in	27
Upper bound analysis of working face passive failure in large-diameter shield tunneling based on a composite mechanism	27
Numerical investigation of a segmental grey cast iron tunnel ring: validation with laboratory data and application to field conditions	27
Editorial Board	27
Micromechanical investigation of the aging mechanism in sand	27
Fully coupled hydromechanical study of tunnel excavation considering leachate leakage from a high water-level landfill	27
Three-dimensional trench stability in non-uniform undrained clay with discretization-based kinematic analysis	27
Bearing capacity of ring footing resting on two layered soil	27
Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves	27
A novel complex variable solution for the stress and displacement fields around a shallow non-circular tunnel	27
A simple load transfer method for energy pile groups	27
Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient	27
Analysis of the existing pile response induced by adjacent pile driving in undrained clay	27
Crack analysis using a dislocation-based displacement discontinuity method: Derivation of higher-order elements, numerical implementation, and accuracy analysis	27
Groundwater effect on bearing capacity of shallow strip footings	27
A constitutive model for geosynthetic interfaces considering nonlinear softening behavior	27
An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization	27
Random structure modeling of soil and rock mixture and evaluation of its permeability using three-dimensional numerical manifold method	26
Effect of heterogeneity of particle properties on the mechanical properties of sandy soil materials	26
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure	26
DEM study on evolution of soil arching in a deep trapdoor in seismic shaking conditions	26
An integrated parameter calibration method and sensitivity analysis of microparameters on mechanical behavior of transversely isotropic rocks	26
A coupled THM finite element formulation for unsaturated soils and a strategy for its nonlinear solution	26
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	26
An insight into the meso-scale topological structure nature of granular materials subjected to quasi-static shearing	26
Analysis of the influence of interlayer discontinuity conditions on the dynamic responses of multilayered poroelastic soil	26
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters	26
Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil	26
Bearing capacity of lunar soil ground under extraterrestrial environmental effects	26
Study on the influence of statistical geometrical characteristics on the permeability tensor of fractured rock masses by the equivalent pipe network method	26
Phase field fracture modeling of cohesive-frictional materials like concrete and rock using the scaled boundary finite element method	26
A parameter calibration method in two-surface elastoplastic model for sand-structure interface under monotonic shear loading	26
Computational micromechanics of porous brittle solids	26
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations	26
A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials	26
Strain rockburst evolution process under true triaxial condition with single face unloading due to tunnel excavation	26
Novel semi-analytical model for the transient response of laterally loaded pile considering geometric nonlinear behaviors	26
Microscopic analysis of the influence of soil properties on the suction bucket installation in sand based on the CFD-DEM model	25
Dealing with nonlattice spatially variable data contaminated by white noise using Kronecker-product formulation	25
Semi-analytical solution for one-dimensional consolidation of multi-layered soil considering non-Darcian flow and multi-stage loading under continuous drainage boundary	25
an extended CFD-DEM model based on micropolar fluid and its application in geological engineering	25
Corrigendum to “Thermodynamics-based constitutive modeling of chemically-induced grain degradation for cohesive granular materials” [Comput. Geotech. 179 (2025) 1–17/107042]	25
Mechanical behavior of frozen soils: Experimental investigation and numerical modeling	25
The hydraulic fracturing with multiple influencing factors in carbonate fracture-cavity reservoirs	25
Microcrack characteristics of granite under circumferential strain-controlled uniaxial compression test using UDEC-GBM	25
A constitutive model of rock based on strain cone surface and the parameter calibration method with high efficiency	25
Complex variable solution for tunneling-induced ground deformation considering the gravity effect and a cavern in the strata	25
Performance and geocell-soil interaction of sand subgrade reinforced with high-density polyethylene, polyester, and polymer-blend geocells: 3D numerical studies	25
Three-dimensional dynamic responses of a layered transversely isotropic half-space with irregular interfaces using the thin layer method	25
Numerical simulation of forerunning fracture in saturated porous solids with hybrid FEM/Peridynamic model	25
Polynomial response surface-informed neural network for implicit slope reliability analysis and uncertainty quantification	25
The effect of particle size distribution on the collapse of wet polydisperse granular materials	25
Required reinforcement strength of 3D geosynthetic-reinforced soil structures subjected to rainfall infiltration	24
Localization patterns emerging in CPTu tests in a saturated natural clay soil	24
Theoretical responses of shallow-buried circular cavity subjected to transient P wave	24
Study on soil gap formation beneath existing underground structures due to new excavation below	24