Computers and Geotechnics

Article	Citations
A plasticity‑based upper‑bound prediction model incorporating shank effects for drag embedment anchor behavior in layered clay seabed	194
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	145
Multiscale investigation of bonded granular materials: The H-bond model	122
Investigating the impact of polyvinyl alcohol on mechanical and thermal properties of expansive soil under freeze–thaw cycles	118
Probabilistic stability analysis of bolt-reinforced rock slopes considering corrosion based on sparse polynomial chaos expansions	102
Editorial Board	88
Modeling of soil cracks in electroosmosis	88
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	86
An extension of Broms’ theory to unsaturated soils	85
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	84
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	83
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	78
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	77
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM	77
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	76
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks	73
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	72
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	71
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	70
A state-dependent dilatancy model for cemented sand	70
Role of Pile-Joint-Soil Interaction in Lateral Resistance: Finite Element Exploration of Steel Pipe Sheet Pile Foundations	69
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	68
Numerical analysis of dynamic behavior of piled embankment under train loading	66
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	66
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	65

A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	65
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	64
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	64
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	64
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	64
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties	64
Ground vibration attenuation performance of surface walls	63
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model	63
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	62
Three-dimensional elastoplastic constitutive modeling of green sandstone within ductile domain	61
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses	60
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection	60
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	60
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	60
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	60
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems	59
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil	59
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact	59
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion	58
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	57
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis	57
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	56
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics	56
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model	56
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	56
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	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	55
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	55
A generalized water retention model in a wide suction range considering the initial void ratio and its verification	55
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	54
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	54
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning	53
A new prediction model of the jet grouting column diameter for three jet grouting systems	52
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels	52
A topological view on microscopic structural evolution for granular material under loading and unloading path	51
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	51
Temperature and plant root effects on soil hydrological response and slope stability	51
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	51
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	51
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	51
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	51
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam	50
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	50
Symbolic regression based prediction of anisotropic closure in deep tunnels	49
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	49
A new pile-soil interface and its application in battered mini piles under monotonic lateral load in cohesive soil	48
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	48
Editorial Board	48
An efficient strength reduction method for finite element slope stability analysis	48
A simplified interpolation algorithm for the numerical simulation of the consolidation in composite foundation containing group of stone columns	48

Innovative strategy for determining the spatial decoupling high-precision artificial boundary range under soil structure interaction	47
Polynomial chaos kriging-assisted reliability-based design optimization for a deep mixing wall	47
SPH/FEA method for confined and intruded granular media	47
Quasi-site-specific prediction for foundation capacity based on load-test database	47
Analytical solution for suction-induced seepage flow during suction bucket installation in multilayered soil with anisotropic permeability	46
Editorial Board	46
Elimination method of sliding blockage effect in discrete element simulation of rolling stone based on discrete fracture network and damping joint model	46
A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density	46
An implicit thermo-mechanical coupling model for heat conduction and thermal cracking in brittle materials	46
Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock	45
Bayesian updating on resistance factors of H-Piles with axial load tests	45
Complex variable solution on over-/under-break shallow tunnelling in gravitational geomaterial with reasonable far-field displacement	45
A binary-medium-based constitutive model for rocks under cyclic loading	45
A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves	45
Simplified mathematical modeling to plane strain consolidation considering unsaturated and saturated conditions for ground with anisotropic permeability	45
One-dimensional consolidation of unsaturated–saturated soil system considering pervious or impervious drainage condition induced by time-dependent loading	44
Vertical mechanical response of axial loaded pile to tunneling-induced pile exposure	44
Bearing capacity of shallow foundations on Florida limestone: A study of single layer and rock-over-sand subsurface	44
An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media	44
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences	43
An updated Lagrangian framework with quadratic element formulations for FDEM	43
Stabilized low-order finite-element formulation for static and dynamic simulation of saturated soils based on a hybrid integration scheme	43
A novel unified model for volumetric hardening and water retention in unsaturated soils	42
A simplified analytical method for the tunnels’ mechanical behaviour under the action of active fault zones	42
Effect of mineral dissolution on fault slip behavior during geological carbon storage	42
A path-dependence aware LSTM-based framework for modeling the mechanical behavior of unsaturated soil	42
Numerical investigation of an equivalent hydraulic aperture for rough rock fractures based on cosimulation	42
DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes	41
A discrete element model for simulating the coupled hydraulic-mechanical dynamic mechanical behaviors of rocks	41
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	41
Numerical manifold method with local pixel representation of finite covers for two-dimensional problems having complex discontinuities	41
A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure	41
A mixed finite element/finite volume formulation for granular bentonite mixtures	41
A new approach for seepage parameter inversion of earth–rockfill dams based on an improved sparrow search algorithm	40
A novel multimodal data fusion neural network for predicting the crack paths in reservoir rocks	40
Multivariate probability distributions for index and mechanical clay parameters in Shenzhen	40
Reconstruction and generation of 3D realistic soil particles with metaball descriptor	40
Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures	40
Peridynamic theory coupled with PHREEQC for reactive transport modeling in heterogeneous and discontinuous porous media	40
Seismic responses of suction bucket foundation in liquefiable seabed considering spatial variability	40
Numerical modeling of open TBM tunneling in stratified rock masses using a coupled FDM-DEM method	39
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction	39
Further development of distinct lattice spring model for stability and collapse analysis of deep foundation pit excavation	39
Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure	39
Supplement to the reliability index approach and its application to tunnel reliability problems	39
Local refinement strategy and implementation in the Numerical Manifold Method (NMM) for two-dimensional geotechnical problems	39
Towards an error indicator-based h-adaptive refinement scheme in kin	39
Theoretical prediction study on drawdown and surface settlement induced by dewatering and excavation in unconfined aquifers	39
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	39
Angle of repose for superquadric particles: Investigating the effects of shape parameters	38
CFD-DEM modeling of seepage in foam-conditioned soil	38
Analytical study of fractional viscoelastic transversely isotropic media along shallow-buried square tunnels	38
Effect of dynamic compaction by multi-point tamping on the densification of sandy soil	38
Improved soil–structure interaction model considering time-lag effect	38
A dual-modified implicit time integration method for three-dimensional impact modelling within the framework of the SBFEM	38
Exploring packing density, critical state, and liquefaction resistance of sand-fines mixture using DEM	37
Root size effects on transverse root-soil interactions	37
Three-dimensional discrete element simulation of the triaxial cyclic loading of sandstone based on a nonlinear parallel-bonded stress corrosion model	37
Effect of realistic shape on grain crushing for rounded and angular granular materials	37
Enhanced damage modelling of steel wire ring nets subjected to repeated rockfall impacts	37
Estimation of site-specific multivariate probability distribution of soil properties using a mixed sampling technique	37
A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage	37
Contribution of capillary pressure to effective stress for unsaturated soils: Role of wet area fraction and water retention curve	36
Multiphysics coupling material point method for modelling frost heave of rock slope	36
Improving the estimation of soil spatial variability by considering transformation uncertainty based on LDRFE analysis	36
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number	36
A theoretical analysis method for stiffened deep cement mixing (SDCM) pile groups under vertical load in layer soils	36
A frequency-velocity CNN for developing near-surface 2D vs images from linear-array, active-source wavefield measurements	36
A thermo-hydromechanical damage model and its application to a deep geological radioactive repository	35
Assessing highway resilience subjected to rainfall-induced slope failure	35
Macro- and micro-scale investigation of suffusion in gap-graded soils under multiple factors using CFD-DEM	35
Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient	35
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction	35
Thermodynamic constitutive model for granular soils considering particle shape distribution	35
Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils	35
Investigation of the compaction behaviour of sand-gravel mixtures via DEM: Effect of the sand particle shape under vibration loading	35
Effect of multi-scale rough surfaces on oil-phase trapping in fractures: Pore-scale modeling accelerated by wavelet decomposition	35
Dynamic response prediction for slope during earthquake using modal analysis and deep learning methods	35
A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay	35
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	35

Predicting the uniaxial capacity of plate anchors in spatially variable clay using metamodels	34
A sixfold-path discontinuity topology with through-type triangular mesh: Numerical implementation in the upper-bound finite element method	34
DEM-PFV numerical investigation of the spatial heterogeneity induced by suffusion in sands	34
Multiscale modeling for fire induced spalling in concrete tunnel linings based on the superposition-based phase field fracture model	34
Novel semi-analytical model for the transient response of laterally loaded pile considering geometric nonlinear behaviors	34
Crack analysis using a dislocation-based displacement discontinuity method: Derivation of higher-order elements, numerical implementation, and accuracy analysis	34
Random structure modeling of soil and rock mixture and evaluation of its permeability using three-dimensional numerical manifold method	34
Incorporating the AUS criterion into the limit equilibrium method to study the undrained seismic bearing capacity of strip footings on anisotropic slopes	34
Editorial Board	34
Analysis of the influence of interlayer discontinuity conditions on the dynamic responses of multilayered poroelastic soil	34
Numerical analysis of buried pipelines response to bidirectional non-uniform seismic excitation	34
Hypoplastic model with an inner memory surface for sand under cyclic loading	34
State parameter for partially drained paths using a SANISAND model	34
Modeling of fluid-induced seismicity during injection and after shut-in	34
Developing a digital twin for dam safety management	33
Fully coupled hydromechanical study of tunnel excavation considering leachate leakage from a high water-level landfill	33
Micromechanical investigation of the aging mechanism in sand	33
A unified understanding and calculation method of the compression behavior of loess with different particle size distributions and sample preparation methods across the Chinese Loess Plateau	33
Numerical investigation of a segmental grey cast iron tunnel ring: validation with laboratory data and application to field conditions	33
A constitutive model for geosynthetic interfaces considering nonlinear softening behavior	33
A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope	33
Machine Learning-guided Observational Method for Prediction of Preloading-induced Consolidation Settlement	33
Temperature effect on the stability of 3D reinforced slopes under unsaturated flow conditions	32
Numerical and analytical investigation on inclined plate anchors in sand	32
A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution	32
A fast mesh model for block generation in tunnels	32
Prior geological knowledge enhanced Markov random field for development of geological cross-sections from sparse data	32
Strain-dependent slope stability for earthquake loading	32
Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers	32
Numerical investigation of variable-mass seepage mechanism of broken rock mass in faults	32
Bearing capacity of lunar soil ground under extraterrestrial environmental effects	32
Numerical analysis of group effects of a large pile group under lateral loading	32
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure	32
Study on the influence of statistical geometrical characteristics on the permeability tensor of fractured rock masses by the equivalent pipe network method	32
Evaluating changes in the degree of saturation in excavation disturbed zones using a stochastic differential equation	32
Effect of copula dependence structure on the failure modes of slopes in spatially variable soils	31
Enhanced calibration of Discrete Element models for soil-structure interaction problems	31
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
Computational micromechanics of porous brittle solids	31
Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves	31
Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model	31
Phase field fracture modeling of cohesive-frictional materials like concrete and rock using the scaled boundary finite element method	31
An integrated parameter calibration method and sensitivity analysis of microparameters on mechanical behavior of transversely isotropic rocks	31
Microscopic analysis of the influence of soil properties on the suction bucket installation in sand based on the CFD-DEM model	31
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations	31
Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters	31
An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization	31
Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling	31
The hydraulic fracturing with multiple influencing factors in carbonate fracture-cavity reservoirs	31
Theoretical study on dynamic stress redistribution around circular tunnel with different unloading paths	31
An LSTM RNN proposal for surrogate modeling the dynamic response of buried structures to earthquake plane waves in soil half-spaces	30
The correlation of macro deformation and micro kinematics for dense granular material subjected to shearing	30
Numerical simulation of rock bursts triggered by blasting disturbance for deep-buried tunnels in jointed rock masses	30
Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal	30
Nonlinear distinct element modeling of the microstructural compression-hardening effect on the progressive failure and associated acoustic emission of brittle rock	30
Wind-wave combined effect on dynamic response of soil-monopile-OWT system considering cyclic hydro-mechanical clay behavior	30
A novel complex variable solution for the stress and displacement fields around a shallow non-circular tunnel	30
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters	30
Multiscale modeling of coupled thermo-mechanical behavior of granular media in large deformation and flow	30
A hypoplastic constitutive model for structured soils	30
2D orthogonal simulation method for multi-physics field evolution in material-structure heterogeneous rocks under microwave irradiation	30
Numerical simulation of hydraulic fracturing and associated seismicity in lab-scale coal samples: A new insight into the stress and aperture evolution	30
DEM study on evolution of soil arching in a deep trapdoor in seismic shaking conditions	30
Strain rockburst evolution process under true triaxial condition with single face unloading due to tunnel excavation	30
Mesoscopic modeling approach and application based on rock thin slices and nanoindentation	30
Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil	29
Performance and geocell-soil interaction of sand subgrade reinforced with high-density polyethylene, polyester, and polymer-blend geocells: 3D numerical studies	29
A simple load transfer method for energy pile groups	29
Numerical analysis of environmental influences on evaporation in a cracked soil slope	29
A theoretical calculation method based on nonlinear analysis of offshore rigid monopile on sandy slopes under combined loading	29
Experimental and MPM modelling of widened levee failure under the combined effect of heavy rainfall and high riverine water levels	29
Surrogate model for 3D ground and structural deformations in tunneling by the sequential excavation method	29
A novel inversion approach for seepage parameter of concrete face rockfill dams based on an enhanced sparrow search algorithm	29
Corrigendum to “Thermodynamics-based constitutive modeling of chemically-induced grain degradation for cohesive granular materials” [Comput. Geotech. 179 (2025) 1–17/107042]	29
A novel coupled bES-FEM formulation with SUPG stabilization for thermo-hydro-mechanical analysis in saturated porous media	29
Impulse-based DEM modeling of granular column collapse	29
Torsional vibration of a pile in unsaturated soil considering the construction disturbance	29
Effect of heterogeneity of particle properties on the mechanical properties of sandy soil materials	29
A thermodynamic multi-field model for unsaturated sulfate-saline soils considering crystallization process	29
Microstructural behaviour of soft-rigid granular mixes under compressive loads: DEM study using coherent contact model	29
Numerical modelling of expansive geomaterials: Finite element formulation and constitutive models	29
A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials	29
The effect of particle size distribution on the collapse of wet polydisperse granular materials	28
Metamodelling of the load-displacement response of offshore piles in sand	28
Corrigendum to “Numerical investigation of phase relationship between kinematic and inertial loads of piles behind a quay wall in liquefiable ground” [Comput. Geotech. 170 (2024) 106265]	28
A rapid, simplified, hybrid modeling approach for simulating solute transport in discrete fracture networks	28
Insight into enhancing foundation stability with rubber-soil mixtures: A nanofriction study	28
Improved predictive model for the strength of fluidized seabed sediments with rate effect characteristics by full-scale spherical penetrometer tests	28
Discussion on “Procedure for assessing the liquefaction vulnerability of tailings dams”	28
Simplified solution for calculating active thrusts on retaining walls with a broken backslope	28
Dealing with nonlattice spatially variable data contaminated by white noise using Kronecker-product formulation	28
Axial stiffness of floating pile foundations and rigid footings with Vlasov-Leont′ev foundation model and expressions for a rigid disk	28
Required reinforcement strength of 3D geosynthetic-reinforced soil structures subjected to rainfall infiltration	28
Editorial Board	28
Editorial Board	28