International Journal for Numerical and Analytical Methods in Geomecha

Papers
(The TQCC of International Journal for Numerical and Analytical Methods in Geomecha is 6. 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
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Numerical Model for Granular Flow With Interstitial Fluid50
“Homogenization with non‐homogeneous plastic flow”47
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations41
Revisiting Undrained Cavity Expansion in Mohr–Coulomb Soils: Consideration of Limited Dilation40
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Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs38
An Analytical Solution for Ultimate Air Pressure in a Subsea Rock Cavern for Compressed Air Energy Storage Based on Uplift Limit Analysis37
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes37
Nonlinear Mechanical Responses and Fatigue Damage Mechanisms of Roadside Backfill Materials Under Static‐dynamic Combined Loads36
Non‐Intrusive Global‐Local Method for Poroelasticity Problems With Localized Pressure Effects34
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder33
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Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method29
Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method28
Stabilized Semi‐Implicit Material Point Method for Hydro‐Mechanical Coupled Large Deformation Soil‐Structure Interaction Analyses28
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation27
A Reliability Analysis Approach for Embankment Stability Considering Spatial Variability of Soil Properties27
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators26
A Novel Framework for Reliability Analysis of Rainfall‐Induced Slopes Failure Based on Site‐Specific Data25
A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method25
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction24
An Insight Into Rock Brittleness Prediction Based on Stacking Integrated Algorithm24
Innovative Sealing Approaches for Karst Flowing Groundwater: Numerical Analysis of Secondary Grouting Mechanism After Grout‐Filled Bag Sealed24
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression23
Assessment of Heat Transfer‐Induced Contaminant Transport for a GMB/GCL/CCL Liner System23
A Three‐Dimensional Solution for the Semi‐Coupled Thermo‐Mechanical and Thermo‐Hydro‐Mechanical Behaviors of Soils With Groundwater23
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A Novel Prediction Model for Debris Flow Mean Velocity Based on Small Sample Data Taking Jiangjia Gully Watershed as an Example21
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An Improved Method for Determining Constriction Size Distribution Using Discrete Element Method and Its Inspiration for Corresponding Laboratory Tests21
A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings21
Multiscale Analysis of Local Fluctuations in Granular Materials Subject to Quasi‐Static Shear21
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Effect of the Single Central Pre‐Existing Fissure With Different Angles on Rockburst Proneness of Granite: Mechanistic Insights via Three‐Dimensional Grain‐Based Modeling21
Thermoporoelastic response of a semi‐permeable wellbore subjected to convective cooling and non‐hydrostatic in situ stresses20
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics20
Cover Image, Volume 48, Issue 420
Neohypoplasticity Revisited20
Semi‐analytical Solution of a Shallow Buried Lined Tunnel Under Full‐Slip Contact Condition19
Dynamic Torsional Response of Pile in Fractional‐Order Viscoelastic Unsaturated Transversely Isotropic Soil With Imperfect Contact19
Microstructure‐based effective stress for unsaturated frozen soils19
Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete19
Vertical dynamic response of pipe pile embedded in unsaturated soil based on fractional‐order standard linear solid model and Rayleigh‐Love rod model19
A Probabilistic Cut Finite Element Method With Random Field Generator and Bayesian Model Calibration for Flow Through Rough Cracks19
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures18
Meshless method for wave propagation in poroelastic transversely isotropic half‐space with the use of perfectly matched layer18
Semi‐Analytical Solution for Consolidation of Unsaturated Soil Composite Foundation Improved by Local Permeable Pile With Finite Hankel Transform18
A Fast Convolution‐Based Peridynamics for Rock Fracture Under Compressive Load18
Three‐Dimensional Numerical Simulations of Large‐Diameter Slurry Shield Tunnelling: The Influence of a Dynamic Filter Cake18
Data‐driven nonlocal model for fragmentation in the crushing of solids18
Copula‐based importance sampling method for efficient slope reliability analysis18
A Simple Approach for Circular Tunnels Excavated in Strain‐Softening and Dilatancy Rock Masses17
Diffusion Model‐Based Controlled Reconstruction Method for 3D Fractured Rock Masses17
Modeling diameter of jet grouting columns using Bayesian framework17
Collapse characteristics of binary granular columns considering inhomogeneous particle size distributions17
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An Efficient Strength Criterion Based Constitutive Model for Geomaterials: Development and Application17
Suspended Sediment Transport in Ice‐Covered Turbulent Flow: Semi‐Analytical Solution and Parametric Sensitivity17
Effects of particle overall regularity and surface roughness on fabric evolution of granular materials: DEM simulations17
A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings17
How Does the Largest Cluster in the Strong Network Rule Granular Soil Mechanics? A DEM Study17
Grouting Parameter Effects on Structural Response: Precision Modeling of Soft Soil Tunnel‐Base Grouting via Cavity Expansion Theory and Mindlin Solution16
Rock fracture propagation in a damage zone by a constitutive model coupling volume and cohesive elements16
The Limitations of a Standard Phase‐Field Model in Reproducing Jointing in Sedimentary Rock Layers16
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings16
Exploring the Impact of Oriented Notch Distribution on the Shear Behavior and Failure Patterns of Rocks: Insights From Experimental Direct Shear Testing and Numerical Modeling16
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Bearing capacity factors of cone‐shaped footing in meshfree16
Meta‐modeling of fractional constitutive relationships for rocks based on physics‐induced machine learning15
Multiscale and Multifield Investigation on Soil Leakage at the Diaphragm Wall Opening During Excavation15
An Analytical Approach for Predicting Vapor Migration Induced by Pot Cover Effect With Field Test Validation15
An improved method of active earth pressure on rigid retaining wall under movement modes considering arching effects15
Extended Kelvin–Voigt Model for Simulating Thermally Accelerated Creep in Fine‐Grained Soils15
Analytical Solution for Seepage Fields Around Drained Diversion Tunnels Considering Arbitrary Ground Leakages15
Block Collapse Prediction and Reinforcement Optimization in Tunnels Based on Discontinuous Deformation Analysis and Machine Learning Models15
Microscopic Thermo‐Mechanical Properties and Phase Transition of Bulk Ice‐Ih15
A Coupled Extended Finite Element–Cohesive Zone Model for Hydraulic Fracture Propagation Under Poroelastic Effects Across Different Propagation Regimes15
Finite‐Discrete Element Methods‐Based Analysis of Layer Thickness Effects on Mechanical Behaviour and Fracture Mechanisms in Anisotropic Shale15
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A computational dual‐porosity approach for the coupled hydro‐mechanical analysis of fractured porous media15
Earth Pressures on Underground Structures in Long Vertical Trenches With Heterogeneous and Nonlinear Soil Backfills Using a Slice‐Based Numerical Approach15
One‐Dimensional THM Coupling Model of Clay Layer Considering Non‐Darcian Seepage and Thermo‐Osmosis Under Semi‐Thermally Insulated Boundary15
A FEM‐DEM Coupling Analysis on Bearing Capacity of Sandy Soil Foundation Considering Fabric Anisotropy15
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Energy‐Based Modeling of Stress–Dilatancy in Unsaturated Soils14
A Two‐Dimensional Transformed Differential Quadrature Solution for Air‐Hydro‐Mechanical Coupling in Layered Unsaturated Soils14
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Localized Deformation Analysis of a 3D Micropolar Modified Cam‐Clay Model14
Impact of Bedding Angle on the Processes of Granular Column Collapse14
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Coupled Modeling of Hydromechanical Behavior of Saturated Concrete Under High Stresses and Dynamic Loading: Influence of Pore Pressure14
MS‐IS Hypoplastic Model Considering Stiffness Degradation Under Cyclic Loading Conditions14
Parameter Calibration of Discrete Element Simulation for Unstructured Pavements Using Method‐Fused Screening and a Polynomial Kernel‐Based Support Vector Regression Model14
Viscoelastic Solution for Layered Porous Media Under Nonlinear Stokes Waves14
A numerical model for hydrothermal transport in unsaturated freezing soils considering thermodynamics equilibrium14
Semi‐analytical solutions for the consolidation of unsaturated composite ground with floating permeable columns under equal strain condition14
A Generalized Nonlinear Solution for the Transient Dynamic Response of Continuous Buried Pipelines to Underground Blast Loadings With Shear Interaction on Visco‐Elastic Foundation14
Consolidation Analysis of Column–Reinforced Composite Ground Considering Load Transfer Characteristics14
Seismic Displacement Analysis of Jointed Rock Slopes Considering Topographic Amplification and Joint Strength Degradation14
Importance Sampling‐Enhanced Reliability Analysis of Double‐Row Piled Earth Slopes Accounting for Soil Spatial Variability14
Elastic–Plastic Solutions for Deformation Pressure on Deep‐Buried Circular Tunnels in Non‐Uniform Stress Field14
A micromechanics‐based approach to damage propagation criterion in viscoelastic fractured materials regarded as homogenized media14
A Modified Inverse Analysis Method for Soil Parameters Considering the Spatial Structure of Soil Layers14
Thermo‐Hydro‐Mechanical Behavior of Saturated Porous Media Under Non‐Isothermal Flow With Fine Particle Migration14
Three‐dimensional Shear Strength Prediction of Unsaturated Soil Based on a Novel Soil‐water Characteristic Curve (SWCC) Model14
A Thermo‐Hydro‐Mechanical‐Phase Transition Coupled Field‐Enriched Finite Element Method for Simulating Water‐Ice Phase Transition Induced Crack Propagation in Rock Masses13
Cover Image, Volume 48, Issue 213
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Semi‐Analytical Solution for a Lined Non‐Circular Tunnel in Viscoelastic Rock13
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Numerical Investigation on Consolidation Characteristics of Geotextile‐Encased Recycled Aggregate Columns in Soft Soil13
A two‐stage combined filtration‐consolidation model for slurry ground treated by vacuum preloading13
An analytical model for ground support by bolting13
3D analytical modeling of moving‐loading induced pile‐group behavior in stratified cross‐anisotropic poroelastic water‐saturated soils based on two stage theory13
Numerical Investigation of Bored Tunnelling Effects on Pile‐Supported Superstructures12
Mechanical Properties of Basalt Fibre Reinforced Polymer (BFRP) Bars Reinforced Concrete‐Filled BFRP Circular Tubes and Their Application in Adjacent Tunnel Construction12
Experimental and Numerical Investigation of the Effect of Rock Mass Behavior and Stratum Orientations on Horseshoe‐Shaped Tunnel Stability12
Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary12
Investigation of Nonuniform Creep Behavior and Crest Cracking of an Asphalt–Concrete Core Rockfill Dam After Reservoir Impoundment12
Modelling dynamic breakage in rock blocks with different elongation and flatness ratios upon impact12
DEM Models of Toyoura Sand Under Various Cyclic Loading Paths From Direct Considerations of Shape and Fabric12
Experimental and Numerical Simulation Study on Cross Interface Propagation Behavior and Main Control Mechanism of Tensile Cracks in Bi‐Granite12
Shakedown Limit Analysis of Layered Slab Track Substructures12
Discrete Element Method–Computational Fluid Dynamics Modeling and Microscopic Failure Mechanism Study of Engineering with Complex Boundary Conditions: A Case Study of a Foundation Pit Project12
Propagation of P‐SV waves radiated by explosive columns in jointed rock masses12
Circumventing volumetric locking in stabilized smoothed particle finite element method and its application to dynamic large deformation problems12
A Surrogate Model for Stability Assessment of Two‐Layered Cohesive Slopes12
Face stability assessment of a longitudinally inclined tunnel considering pore water pressure11
Cover Image, Volume 48, Issue 511
DEM Modeling of Microcracking and Acoustic Emission in Rock under Cyclic Compression with Microstructural Hardening and Memory Effects11
Micro‐Mechanical Analysis for Residual Stresses and Shakedown of Cohesionless‐Frictional Particulate Materials Under Moving Surface Loads11
Analytical Solution for Coupled Solute Transport and Consolidation Under Semi‐Infinite Conditions and Its Application to Clay Liner Thickness Design11
Elastoplastic augmented virtual internal bond modeling for rock: A fracture‐plasticity combined constitutive model11
Analytical solution for consolidation of unsaturated composite foundation improved by permeable and impermeable columns considering depth‐dependent initial stress11
A Simple Bounding Surface Plasticity Model for Overconsolidated Clays: Theory, Validation, and Numerical Implementation11
Cross‐Scale Simulation Study on the Wetting Mechanical Properties and Deformation Characteristics of Rockfill Materials11
Lateral kinematic response of offshore pipe piles to S‐wave seismic excitation11
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Large‐strain analysis for cylindrical cavity contraction in strain‐softening geomaterials11
Probabilistic assessment of existing shield tunnel longitudinal responses to tunnelling11
Numerical Analysis of Tunnelling‐Induced Lateral Pile‐Soil Interactions of Adjacent Piles in Sand11
Stochastic Risk Analysis of Settlement in Large‐Filled Areas Considering the Local Spatial Effect of Soil Properties10
A multiobjective optimization framework for site investigation program based on Bayesian approach and NSGA‐II10
Seismic passive earth pressure resistance for caisson in layered soil using modified pseudo‐dynamic approach10
SORM‐Enhanced Inverse Reliability Analysis for Geotechnical Multiobjective Reliability‐Based Design Optimization10
Analytical Solution for Stress and Displacement of the Arbitrary‐Shaped Shallow Tunnel Excavated in Orthotropic Rock10
Theoretical Study on Consolidation of Slurry Treated by PHDs‐VP Considering Clogging Effect and Vacuum Preloading Process10
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Comparative Numerical Investigation on Behavior of Ordinary and Bio‐Grouted Stone Columns in Clay10
A novel hydro‐mechanical coupled multiphysics model for slurry penetration in sand with application to face stability analysis of shield tunnel10
3D Semi‐Analytical and Numerical Upper‐Bound Homogenisation Approaches to the Out‐of‐Plane Strength Domain of a Running‐Bond Masonry Wall10
The consolidation behavior of layered fractional viscoelastic soils considering groundwater10
Iterative Approach for Analyzing Jointed Pipeline Response Considering Pipeline‐Soil Gap Induced by Down‐Crossing Tunnel10
Impact of Geomechanics Model Simplifications on Assessing Flow and Transport in 3D Fracture Networks10
A Decomposition–Consolidation Model for the Production Behavior of Gas Hydrate‐Bearing Sediments10
Numerical study on seepage properties of rock mass with non‐penetrating fracture using discrete element method10
Generalized Thermo‐Hydro‐Mechanical Responses of Functional Gradient Pipeline‐Surrounding Soil System Considering Interfacial Conditions10
Analytical solution for one‐dimensional thaw consolidation model with double moving boundaries10
Mapped material point method for large deformation problems with sharp gradients and its application to soil‐structure interactions10
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Investigation of Two‐Phase Hybrid Seepage Flux Finite Element Method for Seepage Analysis10
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Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation9
Time‐Dependent Failure of Rock: Insights From Grain‐Scale Stress Corrosion Simulation9
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave9
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks9
An Efficient Hybrid Simulation Method to Quantitatively Analyze the Flexible Wire‐Ring Net Rockfall Protection Systems9
Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems9
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials9
Benchmarking Contact Detection Algorithms Used in Polyhedral Particle System9
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism9
Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model9
Numerical Evaluation of Electrode Spacing, Applied Voltage, and Intermittent Current on the Field Application of Electro‐Osmotic Consolidation9
Thermo‐Hydrodynamic Processes of Microparticles in Fractures: A CFD–DEM Approach9
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An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil9
A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures9
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Data assimilation for surface wave method by ensemble Kalman filter with random field modeling9
An Analytical Model for Axially‐Loaded Floating Piles in Continuously Inhomogeneous and Two‐Layer Soils9
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand9
Analytical Study on the Performance of a Novel Barrier: Cut‐Off Wall and Permeable Reactive Barrier Dual‐Domain System9
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation9
Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis9
A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards9
Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models9
Numerical Implementation and Probabilistic Analysis of Soil‐Rock Mixtures: Stochastic Geometric Models for Triaxial Shear and Slope Stability9
An Analytical Method to Estimate Hydrogeological Parameters of Nonlinear Consolidating Aquitards Under Generalized Complex Stress Boundaries9
Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System9
Improved Fictitious Soil Pile Model for Simulating the Base Soil Under the High‐Strain Condition8
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Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part II: Model Validation and Applications8
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance8
Quantification of fabric evolution in granular material under cyclic loading8
Numerical Analysis of Soil Consolidation and Time‐Dependent Skin Friction Mobilization Around Permeable Pipe Pile8
Hydraulic fracturing analysis in fluid‐saturated porous medium8
Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure8
Mechanical Properties of Rock Ballast in Combined Tamping and Stabilizing Operations Using Numerical Dynamic Domain8
Refined Modification of the Fractured Rock Mass Classification Method Considering Geometric Parameters of Joints and Block Stability8
Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength8
Analytical Solution of a Tunnel Within the Saturated Poroelastic Medium Subjected to Cylindrical P‐ and SV‐Waves8
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Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils8
A Comprehensive Investigation of Particle Gradation Effects on Limiting Void Ratios and Pore Structures of Granular Soils8
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity8
Analytical and Numerical Analysis of Bingham Fluid Grouting in Rough Fracture8
Interaction Between Layered Saturated Soft Rock–Soil Mass and Pile Groups Considering Free‐Standing Length and Rock‐Socketed Depth8
Numerical Strategy on the Grid Orientation Effect in the Simulation for Two‐Phase Flow in Porous Media by Using the Adaptive Artificial Viscosity Method8
Deep learning‐accelerated multiscale approach for granular material modeling8
The u‐p approximation versus the exact dynamic equations for anisotropic fluid‐saturated solids. I. Hyperbolicity8
A Framework for In Situ Rock UCS Assessment and Full‐Hole Strength Inversion Integrating MWD Signals and Symbolic Regression Strategies8
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A Coupled Material Point Method and Discrete Element Method Framework for Continuum‐Slim Structure Interaction Modeling8
Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing8
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Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture8
2.5D Numerical Formulation for Analysing Long‐Term Settlement of Tunnel‐Soil System Induced by Cyclic Train Loading in Soft Soil Area8
A Spring Model for Pullout Behavior of Curved, Flexible Structures Embedded in Soil8
Novel Simplified Practical Method for One‐Dimensional Large‐Strain Consolidation8
Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method8
Probabilistic Analysis of Pile‐Reinforced Slopes Considering Anisotropic Spatial Soil Properties7
Consistent treatment of shear failure in embedded discrete fracture models using XFVM7
Modified SANISAND‐F model for simple shear path7
Fracture Mechanism and Energy Dissipation Characteristics of Coal‐Rock Composite Anchored Body With Through‐Going Joints7
Rheological consolidation analysis of saturated clay ground under cyclic loading based on the fractional order Kelvin model7
Three‐Dimensional Energy‐Driven Cellular Automata Method for Simulation of Energy Evolution in Rock Materials Under Uniaxial Compression7
Analysis of dilatancy relation and shear‐band formation in granular materials based on Eshelby‐Mandel tensor7
Transmission of Seismic Waves With Tensile Components Across Cemented Rock Discontinuities Exhibiting Tension‐Softening Behavior7
Incorporating Non‐Associated Flow Rule Using Kinematics Based Finite Element Limit Analysis for Plane Strain Problems7
Temperature Extended‐Two‐Fluid Tracking (txTFT) Method for Grouting Simulation in High‐Temperature Flowing Water7
FEM‐based dual length‐scale simulation of hydrothermal ore‐forming systems involving convective flow in fluid‐saturated porous media7
Effects of Grain Shape and Orientation on the Dynamic Mechanical and Damage Characteristics of Crystalline Rocks7
Cover Image, Volume 50, Issue 17
Stress analysis of elliptical tunnels in an orthogonally anisotropic elastic full‐space under non‐uniform in‐situ stress7
Numerical Simulation of Debris Flow Impact on Pier With Different Cross‐Sectional Shapes Based on Coupled CFD‐DEM7
An optimized DEM‐SPH model for surge waves induced by riverside landslides7
Memory of Stress History in Single and Two Surface Plasticity for Granular Soils7
Modeling Biocemented Sands: Hypoplastic Model for MICP‐Based Ground Improvement7
A Framework for Estimating Matric Suction in Compacted Fine‐Grained Soils Based on a Machine Learning‐Assisted Conceptual Model7
Multi‐porous extension of anisotropic poroelasticity: Linkage with micromechanics7
A Modified Dual Porosity Model Considering the Capillary Pressure Difference Between Matrix and Fracture7
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