Computers and Geotechnics

Papers
(The median citation count of Computers and Geotechnics is 7. 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 2022-01-01 to 2026-01-01.)
ArticleCitations
A plasticity‑based upper‑bound prediction model incorporating shank effects for drag embedment anchor behavior in layered clay seabed198
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures149
Three–dimensional continuous–discontinuous pipe network method for simulating fractured and porous seepage123
Multimode tunnel deformation analysis under oblique normal faulting considering gap formation and horizontal intersection119
A semi-analytical solution for the load-transfer behaviors of precast concrete pile reinforced by cemented soil with long-core in layer soils103
Investigating the impact of polyvinyl alcohol on mechanical and thermal properties of expansive soil under freeze–thaw cycles93
Editorial Board90
Probabilistic stability analysis of bolt-reinforced rock slopes considering corrosion based on sparse polynomial chaos expansions90
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization88
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis87
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM86
A generalized water retention model in a wide suction range considering the initial void ratio and its verification82
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight81
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction79
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects78
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation77
A state-dependent dilatancy model for cemented sand76
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions72
Role of Pile-Joint-Soil Interaction in Lateral Resistance: Finite Element Exploration of Steel Pipe Sheet Pile Foundations71
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory70
An extension of Broms’ theory to unsaturated soils70
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock69
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method69
Numerical analysis of dynamic behavior of piled embankment under train loading68
Polar and Cartesian representations of mechanical quantities in granular materials67
Three-dimensional elastoplastic constitutive modeling of green sandstone within ductile domain67
Analytical solutions for stresses and displacements of tunnels under static and seismic loading66
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms66
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity64
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations64
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository64
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation64
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm64
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer64
Modeling of soil cracks in electroosmosis63
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution63
Seismic combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone programming62
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil62
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks62
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles61
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns61
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides60
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems60
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks60
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties59
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning58
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels57
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion57
Symbolic regression based prediction of anisotropic closure in deep tunnels57
Multiscale investigation of bonded granular materials: The H-bond model56
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics56
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage56
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses56
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes56
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees56
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy56
A topological view on microscopic structural evolution for granular material under loading and unloading path54
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics54
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems54
A new prediction model of the jet grouting column diameter for three jet grouting systems53
Ground vibration attenuation performance of surface walls53
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam53
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses52
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection52
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect52
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations52
SPH–DEM modeling of rainfall-induced slope failure in partially saturated soil–rock mixture51
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model51
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact50
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model49
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium49
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis49
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior48
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information48
An efficient strength reduction method for finite element slope stability analysis48
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks47
A new pile-soil interface and its application in battered mini piles under monotonic lateral load in cohesive soil47
Improving the estimation of soil spatial variability by considering transformation uncertainty based on LDRFE analysis47
Local refinement strategy and implementation in the Numerical Manifold Method (NMM) for two-dimensional geotechnical problems47
Editorial Board47
Polynomial chaos kriging-assisted reliability-based design optimization for a deep mixing wall47
Estimation of site-specific multivariate probability distribution of soil properties using a mixed sampling technique47
A simplified interpolation algorithm for the numerical simulation of the consolidation in composite foundation containing group of stone columns47
Temperature and plant root effects on soil hydrological response and slope stability47
Seismic responses of suction bucket foundation in liquefiable seabed considering spatial variability47
Erratum to “Long-term stability of a tunnel excavated in expansive stratum: response to water infiltration and influence of surrounding ground stiffness” [Comput. Geotech. 188 (2025) 107580]47
Complex variable solution on over-/under-break shallow tunnelling in gravitational geomaterial with reasonable far-field displacement46
Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures46
Towards an error indicator-based h-adaptive refinement scheme in kin46
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number45
Effect of dynamic compaction by multi-point tamping on the densification of sandy soil45
Improved soil–structure interaction model considering time-lag effect45
Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils44
Theoretical prediction study on drawdown and surface settlement induced by dewatering and excavation in unconfined aquifers44
An updated Lagrangian framework with quadratic element formulations for FDEM44
A simplified analytical method for the tunnels’ mechanical behaviour under the action of active fault zones44
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction44
Assessing highway resilience subjected to rainfall-induced slope failure44
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 experiment43
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences43
DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes43
SPH/FEA method for confined and intruded granular media42
Supplement to the reliability index approach and its application to tunnel reliability problems42
Quasi-site-specific prediction for foundation capacity based on load-test database42
Investigation of the compaction behaviour of sand-gravel mixtures via DEM: Effect of the sand particle shape under vibration loading42
Innovative strategy for determining the spatial decoupling high-precision artificial boundary range under soil structure interaction42
Contribution of capillary pressure to effective stress for unsaturated soils: Role of wet area fraction and water retention curve42
Effect of mineral dissolution on fault slip behavior during geological carbon storage42
Vertical mechanical response of axial loaded pile to tunneling-induced pile exposure41
Editorial Board41
Stabilized low-order finite-element formulation for static and dynamic simulation of saturated soils based on a hybrid integration scheme41
An implicit thermo-mechanical coupling model for heat conduction and thermal cracking in brittle materials41
Numerical investigation of an equivalent hydraulic aperture for rough rock fractures based on cosimulation41
Bayesian updating on resistance factors of H-Piles with axial load tests41
Analytical solution for suction-induced seepage flow during suction bucket installation in multilayered soil with anisotropic permeability41
Elimination method of sliding blockage effect in discrete element simulation of rolling stone based on discrete fracture network and damping joint model41
A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves41
A path-dependence aware LSTM-based framework for modeling the mechanical behavior of unsaturated soil40
Analytical study of fractional viscoelastic transversely isotropic media along shallow-buried square tunnels40
A frequency-velocity CNN for developing near-surface 2D vs images from linear-array, active-source wavefield measurements40
An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media40
Root size effects on transverse root-soil interactions40
A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density40
A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage40
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 lim39
A discrete element model for simulating the coupled hydraulic-mechanical dynamic mechanical behaviors of rocks39
MFPINN-DIC: Multi-scale Fourier feature encoding physics-informed neural network enhanced digital image correlation method39
A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure39
Numerical investigation and ML-based formulation for conventional and modified suction caissons subjected to unidirectional and combined loadings39
A mixed finite element/finite volume formulation for granular bentonite mixtures38
Reconstruction and generation of 3D realistic soil particles with metaball descriptor38
Multivariate probability distributions for index and mechanical clay parameters in Shenzhen38
Peridynamic theory coupled with PHREEQC for reactive transport modeling in heterogeneous and discontinuous porous media38
A novel multimodal data fusion neural network for predicting the crack paths in reservoir rocks38
Effect of realistic shape on grain crushing for rounded and angular granular materials37
One-dimensional consolidation of unsaturated–saturated soil system considering pervious or impervious drainage condition induced by time-dependent loading37
Multiphysics coupling material point method for modelling frost heave of rock slope37
Dynamic response prediction for slope during earthquake using modal analysis and deep learning methods37
Angle of repose for superquadric particles: Investigating the effects of shape parameters37
Thermodynamic constitutive model for granular soils considering particle shape distribution37
A new approach for seepage parameter inversion of earth–rockfill dams based on an improved sparrow search algorithm36
A dual-modified implicit time integration method for three-dimensional impact modelling within the framework of the SBFEM36
Further development of distinct lattice spring model for stability and collapse analysis of deep foundation pit excavation36
Simplified mathematical modeling to plane strain consolidation considering unsaturated and saturated conditions for ground with anisotropic permeability36
A thermo-hydromechanical damage model and its application to a deep geological radioactive repository36
Exploring packing density, critical state, and liquefaction resistance of sand-fines mixture using DEM36
Three-dimensional discrete element simulation of the triaxial cyclic loading of sandstone based on a nonlinear parallel-bonded stress corrosion model36
Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure36
Bearing capacity of shallow foundations on Florida limestone: A study of single layer and rock-over-sand subsurface36
Enhanced damage modelling of steel wire ring nets subjected to repeated rockfall impacts36
Macro- and micro-scale investigation of suffusion in gap-graded soils under multiple factors using CFD-DEM35
Effect of multi-scale rough surfaces on oil-phase trapping in fractures: Pore-scale modeling accelerated by wavelet decomposition35
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction35
CFD-DEM modeling of seepage in foam-conditioned soil35
A theoretical analysis method for stiffened deep cement mixing (SDCM) pile groups under vertical load in layer soils35
Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient35
Numerical modeling of open TBM tunneling in stratified rock masses using a coupled FDM-DEM method35
A binary-medium-based constitutive model for rocks under cyclic loading35
Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock35
Random structure modeling of soil and rock mixture and evaluation of its permeability using three-dimensional numerical manifold method35
Hypoplastic model with an inner memory surface for sand under cyclic loading34
A micromechanical study of shear-weakening characteristics of granular flow in a torsional shear cell34
Crack analysis using a dislocation-based displacement discontinuity method: Derivation of higher-order elements, numerical implementation, and accuracy analysis34
DEM study on evolution of soil arching in a deep trapdoor in seismic shaking conditions34
State parameter for partially drained paths using a SANISAND model34
Incorporating the AUS criterion into the limit equilibrium method to study the undrained seismic bearing capacity of strip footings on anisotropic slopes34
Thermal fracture modelling of borehole-heated rocks: A focus on inhomogeneities, physical properties, and heating rates34
Analysis of the influence of interlayer discontinuity conditions on the dynamic responses of multilayered poroelastic soil34
Editorial Board34
A sixfold-path discontinuity topology with through-type triangular mesh: Numerical implementation in the upper-bound finite element method34
Three-Dimensional Stress-Free Assumption 3-DOF FE-LEM for Tunnel Face Stability34
Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters33
Prior geological knowledge enhanced Markov random field for development of geological cross-sections from sparse data33
A hypoplastic constitutive model for structured soils33
A simple load transfer method for energy pile groups33
Nonlinear distinct element modeling of the microstructural compression-hardening effect on the progressive failure and associated acoustic emission of brittle rock33
2D orthogonal simulation method for multi-physics field evolution in material-structure heterogeneous rocks under microwave irradiation33
Strain rockburst evolution process under true triaxial condition with single face unloading due to tunnel excavation33
The hydraulic fracturing with multiple influencing factors in carbonate fracture-cavity reservoirs33
The correlation of macro deformation and micro kinematics for dense granular material subjected to shearing33
Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling33
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations33
A novel complex variable solution for the stress and displacement fields around a shallow non-circular tunnel33
Strain-dependent slope stability for earthquake loading32
Study on the influence of statistical geometrical characteristics on the permeability tensor of fractured rock masses by the equivalent pipe network method32
Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil32
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 Plateau32
Fully coupled hydromechanical study of tunnel excavation considering leachate leakage from a high water-level landfill32
Numerical and analytical investigation on inclined plate anchors in sand32
Evaluating changes in the degree of saturation in excavation disturbed zones using a stochastic differential equation32
An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization32
Numerical analysis of buried pipelines response to bidirectional non-uniform seismic excitation32
A constitutive model for geosynthetic interfaces considering nonlinear softening behavior32
Microstructural behaviour of soft-rigid granular mixes under compressive loads: DEM study using coherent contact model32
Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers32
Torsional vibration of a pile in unsaturated soil considering the construction disturbance32
DEM-PFV numerical investigation of the spatial heterogeneity induced by suffusion in sands32
A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope32
Micromechanical investigation of the aging mechanism in sand32
Predicting the uniaxial capacity of plate anchors in spatially variable clay using metamodels31
Developing a digital twin for dam safety management31
Multiscale modeling for fire induced spalling in concrete tunnel linings based on the superposition-based phase field fracture model31
Numerical investigation of a segmental grey cast iron tunnel ring: validation with laboratory data and application to field conditions31
A novel inversion approach for seepage parameter of concrete face rockfill dams based on an enhanced sparrow search algorithm31
Phase field fracture modeling of cohesive-frictional materials like concrete and rock using the scaled boundary finite element method31
Multiscale damage constitutive model of rock based on the energy evolution of mineral grains and its application31
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
Effect of heterogeneity of particle properties on the mechanical properties of sandy soil materials31
Mesoscopic modeling approach and application based on rock thin slices and nanoindentation31
Numerical analysis of environmental influences on evaporation in a cracked soil slope31
Enhanced calibration of Discrete Element models for soil-structure interaction problems31
Machine Learning-guided Observational Method for Prediction of Preloading-induced Consolidation Settlement31
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters31
Bearing capacity of lunar soil ground under extraterrestrial environmental effects31
Performance and geocell-soil interaction of sand subgrade reinforced with high-density polyethylene, polyester, and polymer-blend geocells: 3D numerical studies30
A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials30
Numerical simulation of rock bursts triggered by blasting disturbance for deep-buried tunnels in jointed rock masses30
Temperature effect on the stability of 3D reinforced slopes under unsaturated flow conditions30
Wind-wave combined effect on dynamic response of soil-monopile-OWT system considering cyclic hydro-mechanical clay behavior30
Multiscale modeling of coupled thermo-mechanical behavior of granular media in large deformation and flow30
An integrated parameter calibration method and sensitivity analysis of microparameters on mechanical behavior of transversely isotropic rocks30
Theoretical study on dynamic stress redistribution around circular tunnel with different unloading paths30
Numerical investigation of variable-mass seepage mechanism of broken rock mass in faults30
Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves30
A thermodynamic multi-field model for unsaturated sulfate-saline soils considering crystallization process30
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 study30
A fast mesh model for block generation in tunnels30
A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution30
Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model29
Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal29
Microscopic analysis of the influence of soil properties on the suction bucket installation in sand based on the CFD-DEM model29
Effect of copula dependence structure on the failure modes of slopes in spatially variable soils29
Impulse-based DEM modeling of granular column collapse29
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 group effects of a large pile group under lateral loading29
An LSTM RNN proposal for surrogate modeling the dynamic response of buried structures to earthquake plane waves in soil half-spaces29
Experimental and MPM modelling of widened levee failure under the combined effect of heavy rainfall and high riverine water levels29
Numerical modelling of expansive geomaterials: Finite element formulation and constitutive models29
Required reinforcement strength of 3D geosynthetic-reinforced soil structures subjected to rainfall infiltration29
Surrogate model for 3D ground and structural deformations in tunneling by the sequential excavation method29
A novel coupled bES-FEM formulation with SUPG stabilization for thermo-hydro-mechanical analysis in saturated porous media29
Novel semi-analytical model for the transient response of laterally loaded pile considering geometric nonlinear behaviors29
Corrigendum to “Thermodynamics-based constitutive modeling of chemically-induced grain degradation for cohesive granular materials” [Comput. Geotech. 179 (2025) 1–17/107042]29
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]29
CFD–DEM comparison of slurry infiltration in laboratory column tests and in real-world tunnelling28
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
A volumetric locking-free stable node-based smoothed finite element method for geomechanics28
Three-dimensional dynamic responses of a layered transversely isotropic half-space with irregular interfaces using the thin layer method28
Axial stiffness of floating pile foundations and rigid footings with Vlasov-Leont′ev foundation model and expressions for a rigid disk28
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