Computers and Geotechnics

Article	Citations
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	216
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	185
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	176
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	134
Compaction localization and anisotropic permeability evolution	116
Editorial Board	106
A state-dependent dilatancy model for cemented sand	91
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	85
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	78
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	77
A new prediction model of the jet grouting column diameter for three jet grouting systems	75
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	75
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	75
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	72
Numerical analysis of dynamic behavior of piled embankment under train loading	72
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	72
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	67
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	67
Symbolic regression based prediction of anisotropic closure in deep tunnels	66
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	65
Ground vibration attenuation performance of surface walls	65
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	64
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	63
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems	63
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	62

Analytical solutions for stresses and displacements of tunnels under static and seismic loading	60
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	59
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	59
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	58
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	58
Modeling of soil cracks in electroosmosis	57
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	56
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	56
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses	55
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	55
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	54
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	54
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	54
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	53
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	52
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	52
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels	52
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	52
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM	52
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	52
Multiscale investigation of bonded granular materials: The H-bond model	51
An efficient strength reduction method for finite element slope stability analysis	51
Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations	51
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	51
An extension of Broms’ theory to unsaturated soils	51
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion	51
A topological view on microscopic structural evolution for granular material under loading and unloading path	51
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	50
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	50
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics	50
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning	49
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact	49
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis	48
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	48
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection	48
Temperature and plant root effects on soil hydrological response and slope stability	48
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	48
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil	48
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	48
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	47
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	47
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	46
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process	46
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties	46
A generalized water retention model in a wide suction range considering the initial void ratio and its verification	46
Theoretical prediction study on drawdown and surface settlement induced by dewatering and excavation in unconfined aquifers	45
Editorial Board	45
A new pile-soil interface and its application in battered mini piles under monotonic lateral load in cohesive soil	45
A simplified interpolation algorithm for the numerical simulation of the consolidation in composite foundation containing group of stone columns	45
A dual-modified implicit time integration method for three-dimensional impact modelling within the framework of the SBFEM	44

Elimination method of sliding blockage effect in discrete element simulation of rolling stone based on discrete fracture network and damping joint model	44
Local refinement strategy and implementation in the Numerical Manifold Method (NMM) for two-dimensional geotechnical problems	44
Simplified mathematical modeling to plane strain consolidation considering unsaturated and saturated conditions for ground with anisotropic permeability	44
Enhanced damage modelling of steel wire ring nets subjected to repeated rockfall impacts	44
Seismic responses of suction bucket foundation in liquefiable seabed considering spatial variability	43
Analytical solution for suction-induced seepage flow during suction bucket installation in multilayered soil with anisotropic permeability	43
Quasi-site-specific prediction for foundation capacity based on load-test database	43
A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves	43
Effect of mineral dissolution on fault slip behavior during geological carbon storage	43
Stabilized low-order finite-element formulation for static and dynamic simulation of saturated soils based on a hybrid integration scheme	42
An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media	42
A novel unified model for volumetric hardening and water retention in unsaturated soils	42
A theoretical analysis method for stiffened deep cement mixing (SDCM) pile groups under vertical load in layer soils	41
A simplified analytical method for the tunnels’ mechanical behaviour under the action of active fault zones	41
An implicit thermo-mechanical coupling model for heat conduction and thermal cracking in brittle materials	41
Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock	41
Supplement to the reliability index approach and its application to tunnel reliability problems	40
Bearing capacity of shallow foundations on Florida limestone: A study of single layer and rock-over-sand subsurface	40
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction	40
Numerical investigation of an equivalent hydraulic aperture for rough rock fractures based on cosimulation	40
Multivariate probability distributions for index and mechanical clay parameters in Shenzhen	40
A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage	39
Vertical mechanical response of axial loaded pile to tunneling-induced pile exposure	39
Further development of distinct lattice spring model for stability and collapse analysis of deep foundation pit excavation	39
Thermodynamic constitutive model for granular soils considering particle shape distribution	39
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number	39
A frequency-velocity CNN for developing near-surface 2D vs images from linear-array, active-source wavefield measurements	39
Bayesian updating on resistance factors of H-Piles with axial load tests	39
Polynomial chaos kriging-assisted reliability-based design optimization for a deep mixing wall	39
Estimation of site-specific multivariate probability distribution of soil properties using a mixed sampling technique	38
Towards an error indicator-based h-adaptive refinement scheme in kin	38
DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes	38
A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density	38
Numerical modeling of open TBM tunneling in stratified rock masses using a coupled FDM-DEM method	38
A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay	38
A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure	38
Effect of realistic shape on grain crushing for rounded and angular granular materials	38
Improving the estimation of soil spatial variability by considering transformation uncertainty based on LDRFE analysis	38
Reconstruction and generation of 3D realistic soil particles with metaball descriptor	38
Editorial Board	38
One-dimensional consolidation of unsaturated–saturated soil system considering pervious or impervious drainage condition induced by time-dependent loading	38
A thermo-hydromechanical damage model and its application to a deep geological radioactive repository	37
Dynamic response prediction for slope during earthquake using modal analysis and deep learning methods	37
Complex variable solution on over-/under-break shallow tunnelling in gravitational geomaterial with reasonable far-field displacement	37
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	37
Multiphysics coupling material point method for modelling frost heave of rock slope	37
A mixed finite element/finite volume formulation for granular bentonite mixtures	37
Improved soil–structure interaction model considering time-lag effect	37
Angle of repose for superquadric particles: Investigating the effects of shape parameters	37
Numerical manifold method with local pixel representation of finite covers for two-dimensional problems having complex discontinuities	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
CFD-DEM modeling of seepage in foam-conditioned soil	36
A path-dependence aware LSTM-based framework for modeling the mechanical behavior of unsaturated soil	36
Application of disturbed state concept for load-transfer modeling of recoverable anchors in layer soils	36
Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils	36
Exploring packing density, critical state, and liquefaction resistance of sand-fines mixture using DEM	36
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction	35
Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure	35
Assessing highway resilience subjected to rainfall-induced slope failure	35
Investigation of the compaction behaviour of sand-gravel mixtures via DEM: Effect of the sand particle shape under vibration loading	35
Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures	34
Root size effects on transverse root-soil interactions	34
Contribution of capillary pressure to effective stress for unsaturated soils: Role of wet area fraction and water retention curve	34
An updated Lagrangian framework with quadratic element formulations for FDEM	34
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences	33
Three-dimensional discrete element simulation of the triaxial cyclic loading of sandstone based on a nonlinear parallel-bonded stress corrosion model	33
Response to “Discussion of ‘A multifractal geometric model for estimating spontaneous imbibition in an unsaturated fractured core-scale network in a low-permeability reservoir’”	33
2D orthogonal simulation method for multi-physics field evolution in material-structure heterogeneous rocks under microwave irradiation	33
Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers	33
A new approach for seepage parameter inversion of earth–rockfill dams based on an improved sparrow search algorithm	33
A binary-medium-based constitutive model for rocks under cyclic loading	33
State parameter for partially drained paths using a SANISAND model	33
Analysis of the existing pile response induced by adjacent pile driving in undrained clay	33
Modeling of fluid-induced seismicity during injection and after shut-in	33
Effect of dynamic compaction by multi-point tamping on the densification of sandy soil	33
Effect of multi-scale rough surfaces on oil-phase trapping in fractures: Pore-scale modeling accelerated by wavelet decomposition	33
Optimisation of the padeye location for dynamically embedded plate anchors	33
Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient	33
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	33
Developing a digital twin for dam safety management	32

Micromechanical investigation of the aging mechanism in sand	32
Numerical analysis of group effects of a large pile group under lateral loading	32
Multiscale modeling of coupled thermo-mechanical behavior of granular media in large deformation and flow	32
Strain-dependent slope stability for earthquake loading	32
Editorial Board	32
An insight into the meso-scale topological structure nature of granular materials subjected to quasi-static shearing	32
DEM study on evolution of soil arching in a deep trapdoor in seismic shaking conditions	32
Numerical investigation of variable-mass seepage mechanism of broken rock mass in faults	32
A novel complex variable solution for the stress and displacement fields around a shallow non-circular tunnel	32
Predicting the uniaxial capacity of plate anchors in spatially variable clay using metamodels	31
Crack analysis using a dislocation-based displacement discontinuity method: Derivation of higher-order elements, numerical implementation, and accuracy analysis	31
Novel semi-analytical model for the transient response of laterally loaded pile considering geometric nonlinear behaviors	31
Bearing capacity of lunar soil ground under extraterrestrial environmental effects	31
A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope	31
Numerical analysis of environmental influences on evaporation in a cracked soil slope	31
Random structure modeling of soil and rock mixture and evaluation of its permeability using three-dimensional numerical manifold method	31
A fast mesh model for block generation in tunnels	31
Analysis of the influence of interlayer discontinuity conditions on the dynamic responses of multilayered poroelastic soil	31
Torsional vibration of a pile in unsaturated soil considering the construction disturbance	31
The correlation of macro deformation and micro kinematics for dense granular material subjected to shearing	31
A constitutive model for geosynthetic interfaces considering nonlinear softening behavior	31
Computational micromechanics of porous brittle solids	31
Numerical analysis of buried pipelines response to bidirectional non-uniform seismic excitation	31
Fully coupled hydromechanical study of tunnel excavation considering leachate leakage from a high water-level landfill	31
Groundwater effect on bearing capacity of shallow strip footings	31
Upper bound analysis of working face passive failure in large-diameter shield tunneling based on a composite mechanism	31
Temperature effect on the stability of 3D reinforced slopes under unsaturated flow conditions	30
Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling	30
Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model	30
A hypoplastic constitutive model for structured soils	30
A simple load transfer method for energy pile groups	30
Evaluating changes in the degree of saturation in excavation disturbed zones using a stochastic differential equation	30
Microstructural behaviour of soft-rigid granular mixes under compressive loads: DEM study using coherent contact model	30
Nonlinear distinct element modeling of the microstructural compression-hardening effect on the progressive failure and associated acoustic emission of brittle rock	30
Microscopic analysis of the influence of soil properties on the suction bucket installation in sand based on the CFD-DEM model	29
Numerical simulation of hydraulic fracturing and associated seismicity in lab-scale coal samples: A new insight into the stress and aperture evolution	29
Study on the influence of statistical geometrical characteristics on the permeability tensor of fractured rock masses by the equivalent pipe network method	29
A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution	29
Mesoscopic modeling approach and application based on rock thin slices and nanoindentation	29
Hypoplastic model with an inner memory surface for sand under cyclic loading	29
An integrated parameter calibration method and sensitivity analysis of microparameters on mechanical behavior of transversely isotropic rocks	29
Surrogate model for 3D ground and structural deformations in tunneling by the sequential excavation method	29
Numerical investigation of a segmental grey cast iron tunnel ring: validation with laboratory data and application to field conditions	29
Effect of heterogeneity of particle properties on the mechanical properties of sandy soil materials	29
Prior geological knowledge enhanced Markov random field for development of geological cross-sections from sparse data	29
An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization	29
A novel coupled bES-FEM formulation with SUPG stabilization for thermo-hydro-mechanical analysis in saturated porous media	29
Multiscale modeling for fire induced spalling in concrete tunnel linings based on the superposition-based phase field fracture model	29
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure	29
Numerical simulation of rock bursts triggered by blasting disturbance for deep-buried tunnels in jointed rock masses	29
Mechanical behavior of frozen soils: Experimental investigation and numerical modeling	29
Numerical and analytical investigation on inclined plate anchors in sand	29
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations	29
Machine Learning-guided Observational Method for Prediction of Preloading-induced Consolidation Settlement	28
Wind-wave combined effect on dynamic response of soil-monopile-OWT system considering cyclic hydro-mechanical clay behavior	28
Effect of copula dependence structure on the failure modes of slopes in spatially variable soils	28
Theoretical study on dynamic stress redistribution around circular tunnel with different unloading paths	28
Strain rockburst evolution process under true triaxial condition with single face unloading due to tunnel excavation	28
Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal	28
A thermodynamic multi-field model for unsaturated sulfate-saline soils considering crystallization process	28
Performance and geocell-soil interaction of sand subgrade reinforced with high-density polyethylene, polyester, and polymer-blend geocells: 3D numerical studies	28
Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves	28
The hydraulic fracturing with multiple influencing factors in carbonate fracture-cavity reservoirs	28
Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil	28
A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials	28
Corrigendum to “Thermodynamics-based constitutive modeling of chemically-induced grain degradation for cohesive granular materials” [Comput. Geotech. 179 (2025) 1–17/107042]	28
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters	28
An LSTM RNN proposal for surrogate modeling the dynamic response of buried structures to earthquake plane waves in soil half-spaces	28
Experimental and MPM modelling of widened levee failure under the combined effect of heavy rainfall and high riverine water levels	28
Phase field fracture modeling of cohesive-frictional materials like concrete and rock using the scaled boundary finite element method	28
A novel inversion approach for seepage parameter of concrete face rockfill dams based on an enhanced sparrow search algorithm	28
Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters	28
A constitutive model of rock based on strain cone surface and the parameter calibration method with high efficiency	28
Improved predictive model for the strength of fluidized seabed sediments with rate effect characteristics by full-scale spherical penetrometer tests	27
Modeling rainfall-induced landslide using the concept of local factor of safety: Uncertainty propagation and sensitivity analysis	27
Editorial Board	27
Discussion on “Procedure for assessing the liquefaction vulnerability of tailings dams”	27
Study on soil gap formation beneath existing underground structures due to new excavation below	27
An elastoplastic solution for cylindrical cavity expansion under constant water content conditions in anisotropic unsaturated soils	27
Dealing with nonlattice spatially variable data contaminated by white noise using Kronecker-product formulation	27
Insight into enhancing foundation stability with rubber-soil mixtures: A nanofriction study	27
A dual-porosity model for analysis of temperature effects on hydro-mechanical behaviour of GMZ bentonite under unconfined conditions	27
Theoretical responses of shallow-buried circular cavity subjected to transient P wave	27
Editorial Board	27
Numerical modelling of expansive geomaterials: Finite element formulation and constitutive models	27
Analysis of effects of initial hydraulic state on undrained cylindrical cavity expansion response in unsaturated soils	27
A simple gradation-state-dependent model for granular materials	27
Coupled chemo-mechanical modeling of early-age pastefill material under cyclic loading	27
CDEM-based simulation of the 3D propagation of hydraulic fractures in heterogeneous Coalbed Methane reservoirs	27
A novel insight into the transition from plasticity to elasto-damage modelling in intact rocks	27
Editorial Board	27
A rapid, simplified, hybrid modeling approach for simulating solute transport in discrete fracture networks	27
A theoretical calculation method based on nonlinear analysis of offshore rigid monopile on sandy slopes under combined loading	27
CFD–DEM comparison of slurry infiltration in laboratory column tests and in real-world tunnelling	27
an extended CFD-DEM model based on micropolar fluid and its application in geological engineering	26