Computers and Geotechnics

Papers
(The TQCC of Computers and Geotechnics is 18. 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 2022-08-01 to 2026-08-01.)
ArticleCitations
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects133
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository120
Editorial Board113
Investigating soil-pipe interaction in dense sand: a numerical study using Cosserat continuum theory107
Inversion of geotechnical parameters based on improved adaptive sequential sampling method and surrogate model107
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation103
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory101
Ground vibration attenuation performance of surface walls98
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution98
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium93
The effect of soil boundary conditions in fully coupled mathematical models of partly saturated vegetated soil poromechanics91
Numerical analysis of dynamic behavior of piled embankment under train loading90
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses90
Three-dimensional site characterization for unsaturated soil nail wall analysis using integration of multivariate co-kriging and finite element method89
Quantifying the scale effects on shallow foundation bearing capacity induced by shear band on sensitive marine clays89
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees88
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage88
Accelerating stochastic simulation of post-failure landslide runout using a random graph neural network-based simulator86
Insight into diving behaviour of the dynamically installed maverick anchor linking to yield surface85
MPM analysis of wetting-induced failure in collapsible loess slopes84
Investigation of permeability of superquadric granular materials based on discrete element-lattice Boltzmann method83
Role of Pile-Joint-Soil Interaction in Lateral Resistance: Finite Element Exploration of Steel Pipe Sheet Pile Foundations79
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations79
Seismic combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone programming79
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method79
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures78
Multiscale investigation of bonded granular materials: The H-bond model78
Polar and Cartesian representations of mechanical quantities in granular materials78
Investigating the impact of polyvinyl alcohol on mechanical and thermal properties of expansive soil under freeze–thaw cycles77
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations77
Multimode tunnel deformation analysis under oblique normal faulting considering gap formation and horizontal intersection77
A plasticity‑based upper‑bound prediction model incorporating shank effects for drag embedment anchor behavior in layered clay seabed76
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks76
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight76
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information73
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns72
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics72
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM71
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm71
Modeling of soil cracks in electroosmosis71
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior70
Three-dimensional elastoplastic constitutive modeling of green sandstone within ductile domain68
A high-fidelity reliability-driven framework for soil conditioning in coarse-grained strata: from mechanism to field application67
Three–dimensional continuous–discontinuous pipe network method for simulating fractured and porous seepage66
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction66
A generalized water retention model in a wide suction range considering the initial void ratio and its verification65
Probabilistic stability analysis of bolt-reinforced rock slopes considering corrosion based on sparse polynomial chaos expansions64
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems64
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock64
Mitigation of Liquefaction Risk in Layered Soils via Stone Column Drains: Numerical Study and Novel Uncoupled Approach63
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions63
Symbolic regression based prediction of anisotropic closure in deep tunnels63
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect62
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation60
Flexible barrier-landslide interaction: a coupled MPM-DEM framework and real case study60
Analytical solutions for stresses and displacements of tunnels under static and seismic loading59
Adaptive FEM-SPH for anchored slope failure with fractal dimension crack analysis59
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles59
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems58
Characterizing friction factors in head loss causing non-Darcy flow on fractures with tortuosity and inertial effects58
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil57
Multi-source monitoring data filtering assisted deformation analysis model updating of ultra-high rockfill dam57
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks57
An efficient strength reduction method for finite element slope stability analysis56
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion56
An extension of Broms’ theory to unsaturated soils56
Fixed-mesh isogeometric analysis for phreatic surface reconstruction in 2D steady-state seepage flow55
Temperature and plant root effects on soil hydrological response and slope stability55
Molecular-scale insights into the freezing of surface-confined aqueous solutions on montmorillonite55
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms55
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes55
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics55
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks54
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning54
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses54
SPH–DEM modeling of rainfall-induced slope failure in partially saturated soil–rock mixture54
A semi-analytical solution for the load-transfer behaviors of precast concrete pile reinforced by cemented soil with long-core in layer soils54
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides54
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer54
A state-dependent dilatancy model for cemented sand54
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model53
A new prediction model of the jet grouting column diameter for three jet grouting systems53
A comprehensive approach for Bayesian soil classification using Cone Penetration Test data53
High-fidelity digital modeling and comparative morphological analysis of Chang’E-5 and Chang’E-6 lunar grains52
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis52
A simplified interpolation algorithm for the numerical simulation of the consolidation in composite foundation containing group of stone columns52
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy52
Editorial Board52
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties52
Editorial Board51
Enhanced damage modelling of steel wire ring nets subjected to repeated rockfall impacts51
A thermo-hydromechanical damage model and its application to a deep geological radioactive repository51
Local refinement strategy and implementation in the Numerical Manifold Method (NMM) for two-dimensional geotechnical problems51
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 experiment51
Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock51
Quasi-site-specific prediction for foundation capacity based on load-test database51
An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media50
A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density50
Investigation of the compaction behaviour of sand-gravel mixtures via DEM: Effect of the sand particle shape under vibration loading50
Towards an error indicator-based h-adaptive refinement scheme in kinematic upper-bound limit analysis with the presence of seepage forces50
Improving the estimation of soil spatial variability by considering transformation uncertainty based on LDRFE analysis50
Improved soil–structure interaction model considering time-lag effect50
A coupled thermo-hydro-mechanical lattice Boltzmann–Peridynamic model for rock masses fracturing49
Elimination method of sliding blockage effect in discrete element simulation of rolling stone based on discrete fracture network and damping joint model49
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences49
Influence of different cooling treatments on micro-cracking behaviour of marble: Insight from grain-based modelling49
A mixed finite element/finite volume formulation for granular bentonite mixtures49
An anisotropic semi-micromechanical cyclic constitutive model for sands48
Microstructure effects on the uniaxial compression mechanical properties of granite: A study using a novel Stochastic Grain-Based Model (SGBM)48
DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes48
Bearing capacity of shallow foundations on Florida limestone: A study of single layer and rock-over-sand subsurface48
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]48
Thermodynamic constitutive model for granular soils considering particle shape distribution47
Dynamic response prediction for slope during earthquake using modal analysis and deep learning methods47
Vertical mechanical response of axial loaded pile to tunneling-induced pile exposure47
Numerical investigation and prediction of the excavation face stability for river-crossing shield tunneling: An intelligent prediction model for limit support pressure47
An updated Lagrangian framework with quadratic element formulations for FDEM47
A frequency-velocity CNN for developing near-surface 2D vs images from linear-array, active-source wavefield measurements46
Seismic responses of suction bucket foundation in liquefiable seabed considering spatial variability46
SPH/FEA method for confined and intruded granular media46
A discrete element model for simulating the coupled hydraulic-mechanical dynamic mechanical behaviors of rocks46
A simplified analytical method for the tunnels’ mechanical behaviour under the action of active fault zones46
Numerical investigation and ML-based formulation for conventional and modified suction caissons subjected to unidirectional and combined loadings46
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number45
Theoretical prediction study on drawdown and surface settlement induced by dewatering and excavation in unconfined aquifers45
One-dimensional consolidation of unsaturated–saturated soil system considering pervious or impervious drainage condition induced by time-dependent loading45
A new pile-soil interface and its application in battered mini piles under monotonic lateral load in cohesive soil45
A dual-modified implicit time integration method for three-dimensional impact modelling within the framework of the SBFEM45
Numerical modeling of open TBM tunneling in stratified rock masses using a coupled FDM-DEM method45
Reconstruction and generation of 3D realistic soil particles with metaball descriptor45
Stabilized low-order finite-element formulation for static and dynamic simulation of saturated soils based on a hybrid integration scheme45
Coupled THM modeling of bentonite heating and hydration in tank tests with a new temperature-dependent water retention model44
Polynomial chaos kriging-assisted reliability-based design optimization for a deep mixing wall44
Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction44
An implicit thermo-mechanical coupling model for heat conduction and thermal cracking in brittle materials44
Estimation of site-specific multivariate probability distribution of soil properties using a mixed sampling technique43
A binary-medium-based constitutive model for rocks under cyclic loading43
Multivariate probability distributions for index and mechanical clay parameters in Shenzhen43
Complex variable solution on over-/under-break shallow tunnelling in gravitational geomaterial with reasonable far-field displacement43
Multiphysics coupling material point method for modelling frost heave of rock slope43
Analytical study of fractional viscoelastic transversely isotropic media along shallow-buried square tunnels42
Innovative strategy for determining the spatial decoupling high-precision artificial boundary range under soil structure interaction42
Supplement to the reliability index approach and its application to tunnel reliability problems42
Analytical solution for suction-induced seepage flow during suction bucket installation in multilayered soil with anisotropic permeability42
Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils41
Contribution of capillary pressure to effective stress for unsaturated soils: Role of wet area fraction and water retention curve41
Effect of mineral dissolution on fault slip behavior during geological carbon storage41
A new approach for seepage parameter inversion of earth–rockfill dams based on an improved sparrow search algorithm41
Simplified mathematical modeling to plane strain consolidation considering unsaturated and saturated conditions for ground with anisotropic permeability41
Angle of repose for superquadric particles: Investigating the effects of shape parameters41
A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure41
Bayesian updating on resistance factors of H-Piles with axial load tests40
Assessing highway resilience subjected to rainfall-induced slope failure40
Peridynamic theory coupled with PHREEQC for reactive transport modeling in heterogeneous and discontinuous porous media40
A novel multimodal data fusion neural network for predicting the crack paths in reservoir rocks40
A bounding surface non-isothermal hydro-mechanical model for unsaturated fine-grained soils under isotropic stress states40
Thermo-hydro-chemo-mechanical coupling peridynamic model of fractured rock mass and its application in geothermal extraction40
Exploring packing density, critical state, and liquefaction resistance of sand-fines mixture using DEM40
Numerical investigation of an equivalent hydraulic aperture for rough rock fractures based on cosimulation40
A path-dependence aware LSTM-based framework for modeling the mechanical behavior of unsaturated soil39
CFD-DEM modeling of seepage in foam-conditioned soil39
A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves39
Root size effects on transverse root-soil interactions39
Three-dimensional discrete element simulation of the triaxial cyclic loading of sandstone based on a nonlinear parallel-bonded stress corrosion model39
Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures39
Effect of dynamic compaction by multi-point tamping on the densification of sandy soil39
Effect of realistic shape on grain crushing for rounded and angular granular materials39
MFPINN-DIC: Multi-scale Fourier feature encoding physics-informed neural network enhanced digital image correlation method39
A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage39
A theoretical analysis method for stiffened deep cement mixing (SDCM) pile groups under vertical load in layer soils38
Effect of multi-scale rough surfaces on oil-phase trapping in fractures: Pore-scale modeling accelerated by wavelet decomposition38
Performance and geocell-soil interaction of sand subgrade reinforced with high-density polyethylene, polyester, and polymer-blend geocells: 3D numerical studies38
Macro- and micro-scale investigation of suffusion in gap-graded soils under multiple factors using CFD-DEM38
Analysis of the influence of interlayer discontinuity conditions on the dynamic responses of multilayered poroelastic soil38
Phase field fracture modeling of cohesive-frictional materials like concrete and rock using the scaled boundary finite element method38
Bearing capacity of lunar soil ground under extraterrestrial environmental effects38
Uplift resistance mechanism of pipes in lightweight backfill material of ceramsite38
A unified fractional-order viscoplastic fatigue damage model for rock materials under cyclic loading with creep effects37
Multiscale damage constitutive model of rock based on the energy evolution of mineral grains and its application37
Editorial Board37
An explicit method for in-situ determination of undrained elastic shear modulus using ROBOCONE torsional and vertical modules37
A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope37
A novel inversion approach for seepage parameter of concrete face rockfill dams based on an enhanced sparrow search algorithm37
Wind-wave combined effect on dynamic response of soil-monopile-OWT system considering cyclic hydro-mechanical clay behavior37
Temperature effect on the stability of 3D reinforced slopes under unsaturated flow conditions37
Study on the influence of statistical geometrical characteristics on the permeability tensor of fractured rock masses by the equivalent pipe network method37
Numerical and analytical investigation on inclined plate anchors in sand37
Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters37
Investigation of acid dissolution patterns along rough-walled fractures with effects of mineral compositions and fracture geometries37
Universal conversion framework for characterizing rock mass structures: From joint systems to block systems with adaptability to multiple joint model types37
A fast mesh model for block generation in tunnels36
Editorial Board36
Fully coupled hydromechanical study of tunnel excavation considering leachate leakage from a high water-level landfill36
Micromechanical investigation of the aging mechanism in sand36
DEM-PFV numerical investigation of the spatial heterogeneity induced by suffusion in sands36
An LSTM RNN proposal for surrogate modeling the dynamic response of buried structures to earthquake plane waves in soil half-spaces36
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 Plateau36
State parameter for partially drained paths using a SANISAND model36
Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers36
Three-Dimensional Stress-Free Assumption 3-DOF FE-LEM for Tunnel Face Stability36
DEM study on evolution of soil arching in a deep trapdoor in seismic shaking conditions36
A simple load transfer method for energy pile groups36
Random structure modeling of soil and rock mixture and evaluation of its permeability using three-dimensional numerical manifold method36
Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model36
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 study36
Stress integration algorithm of the small-strain Unified Hardening model for soils based on multistage Homotopy continuation method36
Multiscale modeling of coupled thermo-mechanical behavior of granular media in large deformation and flow36
Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient35
Response to “Discussion of ‘A multifractal geometric model for estimating spontaneous imbibition in an unsaturated fractured core-scale network in a low-permeability reservoir’”35
A micromechanical study of shear-weakening characteristics of granular flow in a torsional shear cell35
Surrogate model for 3D ground and structural deformations in tunneling by the sequential excavation method35
Data-driven site demarcation using tailored lego clustering – size of site35
Prior geological knowledge enhanced Markov random field for development of geological cross-sections from sparse data35
Microstructural behaviour of soft-rigid granular mixes under compressive loads: DEM study using coherent contact model35
Numerical analysis of environmental influences on evaporation in a cracked soil slope35
Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling35
Effect of eccentric loading on the lateral response of piles in clay35
A sixfold-path discontinuity topology with through-type triangular mesh: Numerical implementation in the upper-bound finite element method35
A hypoplastic constitutive model for structured soils35
Phase-field lattice Boltzmann study of air–water capillary bridge geometry35
Predicting the uniaxial capacity of plate anchors in spatially variable clay using metamodels34
Thermal fracture modelling of borehole-heated rocks: A focus on inhomogeneities, physical properties, and heating rates34
Torsional vibration of a pile in unsaturated soil considering the construction disturbance34
Effect of heterogeneity of particle properties on the mechanical properties of sandy soil materials34
Microscopic analysis of the influence of soil properties on the suction bucket installation in sand based on the CFD-DEM model34
Machine Learning-guided Observational Method for Prediction of Preloading-induced Consolidation Settlement34
Multiscale modeling for fire induced spalling in concrete tunnel linings based on the superposition-based phase field fracture model34
An interpolation and remesh based large deformation finite element method considering soil spatial variability34
Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil34
Crack analysis using a dislocation-based displacement discontinuity method: Derivation of higher-order elements, numerical implementation, and accuracy analysis34
Incorporating the AUS criterion into the limit equilibrium method to study the undrained seismic bearing capacity of strip footings on anisotropic slopes34
Hypoplastic model with an inner memory surface for sand under cyclic loading34
Novel semi-analytical model for the transient response of laterally loaded pile considering geometric nonlinear behaviors34
A novel coupled bES-FEM formulation with SUPG stabilization for thermo-hydro-mechanical analysis in saturated porous media33
Effect of copula dependence structure on the failure modes of slopes in spatially variable soils33
Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal33
A novel complex variable solution for the stress and displacement fields around a shallow non-circular tunnel33
Strain-dependent slope stability for earthquake loading33
Numerical simulation of rock bursts triggered by blasting disturbance for deep-buried tunnels in jointed rock masses33
A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials33
FDEM numerical study on the mechanical characteristics and failure behavior of heterogeneous rock based on the Weibull distribution of mechanical parameters33
2D orthogonal simulation method for multi-physics field evolution in material-structure heterogeneous rocks under microwave irradiation33
A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution33
Enhanced calibration of Discrete Element models for soil-structure interaction problems33
Quantitative relationships between the mineral composition and macro mechanical behaviors of granite under different temperatures: Insights from mesostructure-based DEM investigations33
An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization33
Numerical analysis of buried pipelines response to bidirectional non-uniform seismic excitation33
Numerical investigation of variable-mass seepage mechanism of broken rock mass in faults33
Theoretical study on dynamic stress redistribution around circular tunnel with different unloading paths33
Fully coupled physics-informed neural networks for hydro-mechanical analysis of saturated poroelastic media33
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