Computers and Geotechnics

Papers
(The TQCC of Computers and Geotechnics is 15. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-11-01 to 2025-11-01.)
ArticleCitations
A plasticity‑based upper‑bound prediction model incorporating shank effects for drag embedment anchor behavior in layered clay seabed191
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures141
Multiscale investigation of bonded granular materials: The H-bond model121
Editorial Board113
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock100
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method88
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity85
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems81
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning81
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization81
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks79
Modeling of soil cracks in electroosmosis77
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium76
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process76
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository72
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction71
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis71
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information69
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer68
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion68
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage68
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect67
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes64
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation64
A generalized water retention model in a wide suction range considering the initial void ratio and its verification63
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides63
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy62
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis61
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations61
Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations61
Symbolic regression based prediction of anisotropic closure in deep tunnels61
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics60
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM60
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses60
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems59
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects59
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks59
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation58
A state-dependent dilatancy model for cemented sand57
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions56
Role of Pile-Joint-Soil Interaction in Lateral Resistance: Finite Element Exploration of Steel Pipe Sheet Pile Foundations56
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution55
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees55
A new prediction model of the jet grouting column diameter for three jet grouting systems55
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight54
An extension of Broms’ theory to unsaturated soils54
Numerical analysis of dynamic behavior of piled embankment under train loading54
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory54
Temperature and plant root effects on soil hydrological response and slope stability53
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior53
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns53
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks53
Analytical solutions for stresses and displacements of tunnels under static and seismic loading53
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection53
A topological view on microscopic structural evolution for granular material under loading and unloading path53
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model53
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact52
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm52
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels52
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics51
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties51
An efficient strength reduction method for finite element slope stability analysis50
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model50
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations50
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil49
Seismic combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone programming48
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam48
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles48
Ground vibration attenuation performance of surface walls48
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses48
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms48
A new pile-soil interface and its application in battered mini piles under monotonic lateral load in cohesive soil47
A simplified interpolation algorithm for the numerical simulation of the consolidation in composite foundation containing group of stone columns47
Multivariate probability distributions for index and mechanical clay parameters in Shenzhen46
Editorial Board46
Polynomial chaos kriging-assisted reliability-based design optimization for a deep mixing wall46
Theoretical prediction study on drawdown and surface settlement induced by dewatering and excavation in unconfined aquifers46
Innovative strategy for determining the spatial decoupling high-precision artificial boundary range under soil structure interaction45
SPH/FEA method for confined and intruded granular media45
An implicit thermo-mechanical coupling model for heat conduction and thermal cracking in brittle materials45
Quasi-site-specific prediction for foundation capacity based on load-test database45
Analytical solution for suction-induced seepage flow during suction bucket installation in multilayered soil with anisotropic permeability44
Elimination method of sliding blockage effect in discrete element simulation of rolling stone based on discrete fracture network and damping joint model44
Assessing highway resilience subjected to rainfall-induced slope failure44
Angle of repose for superquadric particles: Investigating the effects of shape parameters43
Multiphysics coupling material point method for modelling frost heave of rock slope43
An updated Lagrangian framework with quadratic element formulations for FDEM43
Simplified mathematical modeling to plane strain consolidation considering unsaturated and saturated conditions for ground with anisotropic permeability43
Estimation of site-specific multivariate probability distribution of soil properties using a mixed sampling technique43
CFD-DEM modeling of seepage in foam-conditioned soil43
Editorial Board43
Vertical mechanical response of axial loaded pile to tunneling-induced pile exposure42
Towards an error indicator-based h-adaptive refinement scheme in kin42
A binary-medium-based constitutive model for rocks under cyclic loading42
Complex variable solution on over-/under-break shallow tunnelling in gravitational geomaterial with reasonable far-field displacement42
Numerical investigation of an equivalent hydraulic aperture for rough rock fractures based on cosimulation41
A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density41
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 experiment41
Contribution of capillary pressure to effective stress for unsaturated soils: Role of wet area fraction and water retention curve41
Stabilized low-order finite-element formulation for static and dynamic simulation of saturated soils based on a hybrid integration scheme41
Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock41
Bayesian updating on resistance factors of H-Piles with axial load tests41
Effect of realistic shape on grain crushing for rounded and angular granular materials41
Bearing capacity of shallow foundations on Florida limestone: A study of single layer and rock-over-sand subsurface40
A dual-modified implicit time integration method for three-dimensional impact modelling within the framework of the SBFEM40
Effect of dynamic compaction by multi-point tamping on the densification of sandy soil40
A path-dependence aware LSTM-based framework for modeling the mechanical behavior of unsaturated soil40
A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves40
One-dimensional consolidation of unsaturated–saturated soil system considering pervious or impervious drainage condition induced by time-dependent loading39
Numerical manifold method with local pixel representation of finite covers for two-dimensional problems having complex discontinuities39
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences39
A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay39
An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media39
Supplement to the reliability index approach and its application to tunnel reliability problems38
DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes38
A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage38
Three-dimensional discrete element simulation of the triaxial cyclic loading of sandstone based on a nonlinear parallel-bonded stress corrosion model38
A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure38
A theoretical analysis method for stiffened deep cement mixing (SDCM) pile groups under vertical load in layer soils38
Reconstruction and generation of 3D realistic soil particles with metaball descriptor38
Enhanced damage modelling of steel wire ring nets subjected to repeated rockfall impacts37
A mixed finite element/finite volume formulation for granular bentonite mixtures37
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction37
Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure37
Numerical modeling of open TBM tunneling in stratified rock masses using a coupled FDM-DEM method37
Analytical study of fractional viscoelastic transversely isotropic media along shallow-buried square tunnels37
Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils37
Investigation of the compaction behaviour of sand-gravel mixtures via DEM: Effect of the sand particle shape under vibration loading37
A frequency-velocity CNN for developing near-surface 2D vs images from linear-array, active-source wavefield measurements36
Effect of multi-scale rough surfaces on oil-phase trapping in fractures: Pore-scale modeling accelerated by wavelet decomposition36
Effect of mineral dissolution on fault slip behavior during geological carbon storage36
Improved soil–structure interaction model considering time-lag effect36
A new approach for seepage parameter inversion of earth–rockfill dams based on an improved sparrow search algorithm36
Macro- and micro-scale investigation of suffusion in gap-graded soils under multiple factors using CFD-DEM35
Further development of distinct lattice spring model for stability and collapse analysis of deep foundation pit excavation35
A novel unified model for volumetric hardening and water retention in unsaturated soils35
Thermodynamic constitutive model for granular soils considering particle shape distribution35
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction35
Local refinement strategy and implementation in the Numerical Manifold Method (NMM) for two-dimensional geotechnical problems35
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number35
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 lim35
Dynamic response prediction for slope during earthquake using modal analysis and deep learning methods35
Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves34
Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures34
Seismic responses of suction bucket foundation in liquefiable seabed considering spatial variability34
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 study34
Temperature effect on the stability of 3D reinforced slopes under unsaturated flow conditions34
Improving the estimation of soil spatial variability by considering transformation uncertainty based on LDRFE analysis34
A simplified analytical method for the tunnels’ mechanical behaviour under the action of active fault zones34
Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient34
A thermo-hydromechanical damage model and its application to a deep geological radioactive repository34
Root size effects on transverse root-soil interactions34
Exploring packing density, critical state, and liquefaction resistance of sand-fines mixture using DEM34
Response to “Discussion of ‘A multifractal geometric model for estimating spontaneous imbibition in an unsaturated fractured core-scale network in a low-permeability reservoir’”34
State parameter for partially drained paths using a SANISAND model33
Groundwater effect on bearing capacity of shallow strip footings33
Multiscale modeling for fire induced spalling in concrete tunnel linings based on the superposition-based phase field fracture model33
Hypoplastic model with an inner memory surface for sand under cyclic loading33
Random structure modeling of soil and rock mixture and evaluation of its permeability using three-dimensional numerical manifold method33
Evaluating changes in the degree of saturation in excavation disturbed zones using a stochastic differential equation33
A fast mesh model for block generation in tunnels33
A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope33
Multiscale modeling of coupled thermo-mechanical behavior of granular media in large deformation and flow33
A constitutive model for geosynthetic interfaces considering nonlinear softening behavior33
Modeling of fluid-induced seismicity during injection and after shut-in33
Numerical investigation of variable-mass seepage mechanism of broken rock mass in faults32
Strain-dependent slope stability for earthquake loading32
Microstructural behaviour of soft-rigid granular mixes under compressive loads: DEM study using coherent contact model32
An LSTM RNN proposal for surrogate modeling the dynamic response of buried structures to earthquake plane waves in soil half-spaces32
Editorial Board32
An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization32
A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution32
Fully coupled hydromechanical study of tunnel excavation considering leachate leakage from a high water-level landfill32
A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials32
Surrogate model for 3D ground and structural deformations in tunneling by the sequential excavation method31
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 Plateau31
Predicting the uniaxial capacity of plate anchors in spatially variable clay using metamodels31
Numerical and analytical investigation on inclined plate anchors in sand31
Study on the influence of statistical geometrical characteristics on the permeability tensor of fractured rock masses by the equivalent pipe network method31
Micromechanical investigation of the aging mechanism in sand31
Torsional vibration of a pile in unsaturated soil considering the construction disturbance31
Novel semi-analytical model for the transient response of laterally loaded pile considering geometric nonlinear behaviors31
Nonlinear distinct element modeling of the microstructural compression-hardening effect on the progressive failure and associated acoustic emission of brittle rock31
DEM study on evolution of soil arching in a deep trapdoor in seismic shaking conditions31
Phase field fracture modeling of cohesive-frictional materials like concrete and rock using the scaled boundary finite element method31
A sixfold-path discontinuity topology with through-type triangular mesh: Numerical implementation in the upper-bound finite element method31
Analysis of the influence of interlayer discontinuity conditions on the dynamic responses of multilayered poroelastic soil31
Prior geological knowledge enhanced Markov random field for development of geological cross-sections from sparse data31
Microscopic analysis of the influence of soil properties on the suction bucket installation in sand based on the CFD-DEM model31
A novel complex variable solution for the stress and displacement fields around a shallow non-circular tunnel30
Numerical simulation of rock bursts triggered by blasting disturbance for deep-buried tunnels in jointed rock masses30
Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers30
Computational micromechanics of porous brittle solids30
Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling30
Numerical analysis of environmental influences on evaporation in a cracked soil slope30
Experimental and MPM modelling of widened levee failure under the combined effect of heavy rainfall and high riverine water levels30
Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal30
Effect of heterogeneity of particle properties on the mechanical properties of sandy soil materials30
Theoretical study on dynamic stress redistribution around circular tunnel with different unloading paths30
Machine Learning-guided Observational Method for Prediction of Preloading-induced Consolidation Settlement30
A simple load transfer method for energy pile groups30
A novel coupled bES-FEM formulation with SUPG stabilization for thermo-hydro-mechanical analysis in saturated porous media30
Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters30
Numerical analysis of buried pipelines response to bidirectional non-uniform seismic excitation30
Bearing capacity of lunar soil ground under extraterrestrial environmental effects30
A hypoplastic constitutive model for structured soils30
Numerical analysis of group effects of a large pile group under lateral loading30
The correlation of macro deformation and micro kinematics for dense granular material subjected to shearing29
2D orthogonal simulation method for multi-physics field evolution in material-structure heterogeneous rocks under microwave irradiation29
Mesoscopic modeling approach and application based on rock thin slices and nanoindentation29
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters29
Numerical simulation of hydraulic fracturing and associated seismicity in lab-scale coal samples: A new insight into the stress and aperture evolution29
Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil29
Developing a digital twin for dam safety management29
Numerical investigation of a segmental grey cast iron tunnel ring: validation with laboratory data and application to field conditions29
Effect of copula dependence structure on the failure modes of slopes in spatially variable soils29
Wind-wave combined effect on dynamic response of soil-monopile-OWT system considering cyclic hydro-mechanical clay behavior29
The hydraulic fracturing with multiple influencing factors in carbonate fracture-cavity reservoirs29
Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model29
Performance and geocell-soil interaction of sand subgrade reinforced with high-density polyethylene, polyester, and polymer-blend geocells: 3D numerical studies29
A constitutive model of compacted bentonite under coupled chemo-hydro-mechanical conditions based on the framework of the BExM28
Modelling and analysis of structure failure under fluid-impacting loading using a multi-resolution SPH-PD coupling model28
A volumetric locking-free stable node-based smoothed finite element method for geomechanics28
A theoretical calculation method based on nonlinear analysis of offshore rigid monopile on sandy slopes under combined loading28
Numerical modelling of expansive geomaterials: Finite element formulation and constitutive models28
A thermodynamic multi-field model for unsaturated sulfate-saline soils considering crystallization process28
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations28
Coupled chemo-mechanical modeling of early-age pastefill material under cyclic loading28
Effects of roughness on density-driven convection of dissolved CO2 in discrete fracture-matrix system28
Modeling the influence of microbial growth on the hydraulic properties of porous media28
Coupled DEM/CFD analysis of impact of free water on the static and dynamic response of concrete in tension regime28
A novel insight into the transition from plasticity to elasto-damage modelling in intact rocks28
A novel inversion approach for seepage parameter of concrete face rockfill dams based on an enhanced sparrow search algorithm28
Crack analysis using a dislocation-based displacement discontinuity method: Derivation of higher-order elements, numerical implementation, and accuracy analysis28
An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure28
Impulse-based DEM modeling of granular column collapse28
CDEM-based simulation of the 3D propagation of hydraulic fractures in heterogeneous Coalbed Methane reservoirs28
Analytical solution for longitudinal seismic response of immersed tunnel connecting artificial islands crossing different strata28
CFD–DEM simulation of collapse dynamic mechanisms of partially immersed granular columns28
Corrigendum to “Thermodynamics-based constitutive modeling of chemically-induced grain degradation for cohesive granular materials” [Comput. Geotech. 179 (2025) 1–17/107042]28
An integrated parameter calibration method and sensitivity analysis of microparameters on mechanical behavior of transversely isotropic rocks28
Strain rockburst evolution process under true triaxial condition with single face unloading due to tunnel excavation28
Analysis of effects of initial hydraulic state on undrained cylindrical cavity expansion response in unsaturated soils28
Localization patterns emerging in CPTu tests in a saturated natural clay soil28
Metamodelling of the load-displacement response of offshore piles in sand27
Editorial Board27
Improved method for generating sand assembly with wide range of aspect ratios and angularities based on insights gained from comparative study of existing techniques27
A rapid, simplified, hybrid modeling approach for simulating solute transport in discrete fracture networks27
Discussion on “Procedure for assessing the liquefaction vulnerability of tailings dams”27
Simplified solution for calculating active thrusts on retaining walls with a broken backslope27
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