International Journal for Numerical and Analytical Methods in Geomecha

Article	Citations
Issue Information	105
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Issue Information	93
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A Three‐Dimensional Solution for the Semi‐Coupled Thermo‐Mechanical and Thermo‐Hydro‐Mechanical Behaviors of Soils With Groundwater	52
Nonlinear Mechanical Responses and Fatigue Damage Mechanisms of Roadside Backfill Materials Under Static‐dynamic Combined Loads	49
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	48
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression	46
Stabilized Semi‐Implicit Material Point Method for Hydro‐Mechanical Coupled Large Deformation Soil‐Structure Interaction Analyses	44
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction	43
Numerical Model for Granular Flow With Interstitial Fluid	40
“Homogenization with non‐homogeneous plastic flow”	38
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations	35
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method	35
An Analytical Solution for Ultimate Air Pressure in a Subsea Rock Cavern for Compressed Air Energy Storage Based on Uplift Limit Analysis	33
Innovative Sealing Approaches for Karst Flowing Groundwater: Numerical Analysis of Secondary Grouting Mechanism After Grout‐Filled Bag Sealed	32
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators	32
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes	32
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Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method	31
A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method	30
Revisiting Undrained Cavity Expansion in Mohr–Coulomb Soils: Consideration of Limited Dilation	29
Assessment of Heat Transfer‐Induced Contaminant Transport for a GMB/GCL/CCL Liner System	29
Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs	28

Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation	28
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder	27
A Reliability Analysis Approach for Embankment Stability Considering Spatial Variability of Soil Properties	25
Non‐Intrusive Global‐Local Method for Poroelasticity Problems With Localized Pressure Effects	25
Issue Information	25
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A Fast Convolution‐Based Peridynamics for Rock Fracture Under Compressive Load	23
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A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings	22
Copula‐based importance sampling method for efficient slope reliability analysis	22
Effect of the Single Central Pre‐Existing Fissure With Different Angles on Rockburst Proneness of Granite: Mechanistic Insights via Three‐Dimensional Grain‐Based Modeling	22
A Novel Prediction Model for Debris Flow Mean Velocity Based on Small Sample Data Taking Jiangjia Gully Watershed as an Example	22
An Improved Method for Determining Constriction Size Distribution Using Discrete Element Method and Its Inspiration for Corresponding Laboratory Tests	21
Multiscale Analysis of Local Fluctuations in Granular Materials Subject to Quasi‐Static Shear	21
Data‐driven nonlocal model for fragmentation in the crushing of solids	21
Semi‐Analytical Solution for Consolidation of Unsaturated Soil Composite Foundation Improved by Local Permeable Pile With Finite Hankel Transform	20
Microstructure‐based effective stress for unsaturated frozen soils	20
Meshless method for wave propagation in poroelastic transversely isotropic half‐space with the use of perfectly matched layer	20
A Probabilistic Cut Finite Element Method With Random Field Generator and Bayesian Model Calibration for Flow Through Rough Cracks	20
Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete	20
Cover Image, Volume 48, Issue 4	20
Semi‐analytical Solution of a Shallow Buried Lined Tunnel Under Full‐Slip Contact Condition	19
Three‐Dimensional Numerical Simulations of Large‐Diameter Slurry Shield Tunnelling: The Influence of a Dynamic Filter Cake	19
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures	19
Modeling diameter of jet grouting columns using Bayesian framework	19
Dynamic Torsional Response of Pile in Fractional‐Order Viscoelastic Unsaturated Transversely Isotropic Soil With Imperfect Contact	19
How Does the Largest Cluster in the Strong Network Rule Granular Soil Mechanics? A DEM Study	18
Thermoporoelastic response of a semi‐permeable wellbore subjected to convective cooling and non‐hydrostatic in situ stresses	18
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics	18
Neohypoplasticity Revisited	18
Vertical dynamic response of pipe pile embedded in unsaturated soil based on fractional‐order standard linear solid model and Rayleigh‐Love rod model	18
Experimental study of compaction localization in carbonate rock and constitutive modeling of mechanical anisotropy	18
A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings	18
Issue Information	18
Block Collapse Prediction and Reinforcement Optimization in Tunnels Based on Discontinuous Deformation Analysis and Machine Learning Models	17
Bearing capacity factors of cone‐shaped footing in meshfree	17
A Simple Approach for Circular Tunnels Excavated in Strain‐Softening and Dilatancy Rock Masses	17
Diffusion Model‐Based Controlled Reconstruction Method for 3D Fractured Rock Masses	17
Issue Information	17
Microscopic Thermo‐Mechanical Properties and Phase Transition of Bulk Ice‐Ih	17
Multiscale and Multifield Investigation on Soil Leakage at the Diaphragm Wall Opening During Excavation	17
A computational dual‐porosity approach for the coupled hydro‐mechanical analysis of fractured porous media	17
Rock fracture propagation in a damage zone by a constitutive model coupling volume and cohesive elements	16
Exploring the Impact of Oriented Notch Distribution on the Shear Behavior and Failure Patterns of Rocks: Insights From Experimental Direct Shear Testing and Numerical Modeling	16
Meta‐modeling of fractional constitutive relationships for rocks based on physics‐induced machine learning	16
Issue Information	16
Finite‐Discrete Element Methods‐Based Analysis of Layer Thickness Effects on Mechanical Behaviour and Fracture Mechanisms in Anisotropic Shale	16
Suspended Sediment Transport in Ice‐Covered Turbulent Flow: Semi‐Analytical Solution and Parametric Sensitivity	16
Analytical Solution for Seepage Fields Around Drained Diversion Tunnels Considering Arbitrary Ground Leakages	16

The Limitations of a Standard Phase‐Field Model in Reproducing Jointing in Sedimentary Rock Layers	16
Collapse characteristics of binary granular columns considering inhomogeneous particle size distributions	16
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems	15
An improved method of active earth pressure on rigid retaining wall under movement modes considering arching effects	15
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A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings	15
One‐Dimensional THM Coupling Model of Clay Layer Considering Non‐Darcian Seepage and Thermo‐Osmosis Under Semi‐Thermally Insulated Boundary	15
A FEM‐DEM Coupling Analysis on Bearing Capacity of Sandy Soil Foundation Considering Fabric Anisotropy	15
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Extended Kelvin–Voigt Model for Simulating Thermally Accelerated Creep in Fine‐Grained Soils	15
Grouting Parameter Effects on Structural Response: Precision Modeling of Soft Soil Tunnel‐Base Grouting via Cavity Expansion Theory and Mindlin Solution	15
An Analytical Approach for Predicting Vapor Migration Induced by Pot Cover Effect With Field Test Validation	15
Issue Information	15
Effects of particle overall regularity and surface roughness on fabric evolution of granular materials: DEM simulations	15
Viscoelastic Solution for Layered Porous Media Under Nonlinear Stokes Waves	14
A two‐stage combined filtration‐consolidation model for slurry ground treated by vacuum preloading	14
Importance Sampling‐Enhanced Reliability Analysis of Double‐Row Piled Earth Slopes Accounting for Soil Spatial Variability	14
Energy‐Based Modeling of Stress–Dilatancy in Unsaturated Soils	14
Elastic–Plastic Solutions for Deformation Pressure on Deep‐Buried Circular Tunnels in Non‐Uniform Stress Field	14
A numerical model for hydrothermal transport in unsaturated freezing soils considering thermodynamics equilibrium	14
Seismic Displacement Analysis of Jointed Rock Slopes Considering Topographic Amplification and Joint Strength Degradation	14
A Thermo‐Hydro‐Mechanical‐Phase Transition Coupled Field‐Enriched Finite Element Method for Simulating Water‐Ice Phase Transition Induced Crack Propagation in Rock Masses	14
MS‐IS Hypoplastic Model Considering Stiffness Degradation Under Cyclic Loading Conditions	14
Consolidation Analysis of Column–Reinforced Composite Ground Considering Load Transfer Characteristics	14
A Generalized Nonlinear Solution for the Transient Dynamic Response of Continuous Buried Pipelines to Underground Blast Loadings With Shear Interaction on Visco‐Elastic Foundation	14
Issue Information	14
Thermo‐Hydro‐Mechanical Behavior of Saturated Porous Media Under Non‐Isothermal Flow With Fine Particle Migration	14
Coupled Modeling of Hydromechanical Behavior of Saturated Concrete Under High Stresses and Dynamic Loading: Influence of Pore Pressure	14
Parameter Calibration of Discrete Element Simulation for Unstructured Pavements Using Method‐Fused Screening and a Polynomial Kernel‐Based Support Vector Regression Model	14
Three‐dimensional Shear Strength Prediction of Unsaturated Soil Based on a Novel Soil‐water Characteristic Curve (SWCC) Model	13
Semi‐analytical solutions for the consolidation of unsaturated composite ground with floating permeable columns under equal strain condition	13
Cover Image, Volume 48, Issue 2	13
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A Two‐Dimensional Transformed Differential Quadrature Solution for Air‐Hydro‐Mechanical Coupling in Layered Unsaturated Soils	13
Semi‐Analytical Solution for a Lined Non‐Circular Tunnel in Viscoelastic Rock	13
A micromechanics‐based approach to damage propagation criterion in viscoelastic fractured materials regarded as homogenized media	13
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Impact of Bedding Angle on the Processes of Granular Column Collapse	13
Localized Deformation Analysis of a 3D Micropolar Modified Cam‐Clay Model	13
Issue Information	13
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Elastoplastic augmented virtual internal bond modeling for rock: A fracture‐plasticity combined constitutive model	12
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 Project	12
Face stability assessment of a longitudinally inclined tunnel considering pore water pressure	12
Cross‐Scale Simulation Study on the Wetting Mechanical Properties and Deformation Characteristics of Rockfill Materials	12
Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary	12
Investigation of Nonuniform Creep Behavior and Crest Cracking of an Asphalt–Concrete Core Rockfill Dam After Reservoir Impoundment	12
Mechanical Properties of Basalt Fibre Reinforced Polymer (BFRP) Bars Reinforced Concrete‐Filled BFRP Circular Tubes and Their Application in Adjacent Tunnel Construction	12
An analytical model for ground support by bolting	12
Extremely large deformation of tunnel induced by rock mass fracture using GPGPU parallel FDEM	12
Numerical Investigation of Bored Tunnelling Effects on Pile‐Supported Superstructures	12
A Surrogate Model for Stability Assessment of Two‐Layered Cohesive Slopes	12
Circumventing volumetric locking in stabilized smoothed particle finite element method and its application to dynamic large deformation problems	12
Numerical Investigation on Consolidation Characteristics of Geotextile‐Encased Recycled Aggregate Columns in Soft Soil	12
Efficient reliability‐based design of slope angles in spatially variable soils with field data	12
Experimental and Numerical Simulation Study on Cross Interface Propagation Behavior and Main Control Mechanism of Tensile Cracks in Bi‐Granite	11
Probabilistic assessment of existing shield tunnel longitudinal responses to tunnelling	11
3D analytical modeling of moving‐loading induced pile‐group behavior in stratified cross‐anisotropic poroelastic water‐saturated soils based on two stage theory	11
Experimental and Numerical Investigation of the Effect of Rock Mass Behavior and Stratum Orientations on Horseshoe‐Shaped Tunnel Stability	11
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Analytical solution for consolidation of unsaturated composite foundation improved by permeable and impermeable columns considering depth‐dependent initial stress	11
Lateral kinematic response of offshore pipe piles to S‐wave seismic excitation	11
Propagation of P‐SV waves radiated by explosive columns in jointed rock masses	11
Modelling dynamic breakage in rock blocks with different elongation and flatness ratios upon impact	11
Numerical Analysis of Tunnelling‐Induced Lateral Pile‐Soil Interactions of Adjacent Piles in Sand	11
Micro‐Mechanical Analysis for Residual Stresses and Shakedown of Cohesionless‐Frictional Particulate Materials Under Moving Surface Loads	11
Issue Information	11
Upgrading SANISAND model to address continuous stress principal axis rotation: A conservative approach	11
DEM Models of Toyoura Sand Under Various Cyclic Loading Paths From Direct Considerations of Shape and Fabric	11
Shakedown Limit Analysis of Layered Slab Track Substructures	11
Analytical Solution for Coupled Solute Transport and Consolidation Under Semi‐Infinite Conditions and Its Application to Clay Liner Thickness Design	11
A Simple Bounding Surface Plasticity Model for Overconsolidated Clays: Theory, Validation, and Numerical Implementation	11
Cover Image, Volume 48, Issue 5	11
Large‐strain analysis for cylindrical cavity contraction in strain‐softening geomaterials	11
DEM Modeling of Microcracking and Acoustic Emission in Rock under Cyclic Compression with Microstructural Hardening and Memory Effects	10
The consolidation behavior of layered fractional viscoelastic soils considering groundwater	10
Comparative Numerical Investigation on Behavior of Ordinary and Bio‐Grouted Stone Columns in Clay	10
Impact of Geomechanics Model Simplifications on Assessing Flow and Transport in 3D Fracture Networks	10
A novel hydro‐mechanical coupled multiphysics model for slurry penetration in sand with application to face stability analysis of shield tunnel	10
A Decomposition–Consolidation Model for the Production Behavior of Gas Hydrate‐Bearing Sediments	10

Stochastic Risk Analysis of Settlement in Large‐Filled Areas Considering the Local Spatial Effect of Soil Properties	10
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship	10
Generalized Thermo‐Hydro‐Mechanical Responses of Functional Gradient Pipeline‐Surrounding Soil System Considering Interfacial Conditions	10
3D Semi‐Analytical and Numerical Upper‐Bound Homogenisation Approaches to the Out‐of‐Plane Strength Domain of a Running‐Bond Masonry Wall	10
Numerical study on seepage properties of rock mass with non‐penetrating fracture using discrete element method	10
Multi‐phase‐field microporomechanics model for simulating ice‐lens growth in frozen soil	10
Mapped material point method for large deformation problems with sharp gradients and its application to soil‐structure interactions	10
Seismic passive earth pressure resistance for caisson in layered soil using modified pseudo‐dynamic approach	10
Analytical solution for one‐dimensional thaw consolidation model with double moving boundaries	10
Analytical Solution for Stress and Displacement of the Arbitrary‐Shaped Shallow Tunnel Excavated in Orthotropic Rock	10
A multiobjective optimization framework for site investigation program based on Bayesian approach and NSGA‐II	10
Theoretical Study on Consolidation of Slurry Treated by PHDs‐VP Considering Clogging Effect and Vacuum Preloading Process	10
Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems	9
SORM‐Enhanced Inverse Reliability Analysis for Geotechnical Multiobjective Reliability‐Based Design Optimization	9
Numerical Evaluation of Electrode Spacing, Applied Voltage, and Intermittent Current on the Field Application of Electro‐Osmotic Consolidation	9
Numerical Implementation and Probabilistic Analysis of Soil‐Rock Mixtures: Stochastic Geometric Models for Triaxial Shear and Slope Stability	9
An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil	9
An Analytical Method to Estimate Hydrogeological Parameters of Nonlinear Consolidating Aquitards Under Generalized Complex Stress Boundaries	9
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance	9
Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model	9
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling	9
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation	9
Issue Information	9
A Coupled Material Point Method and Discrete Element Method Framework for Continuum‐Slim Structure Interaction Modeling	9
Time‐Dependent Failure of Rock: Insights From Grain‐Scale Stress Corrosion Simulation	9
Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System	9
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials	9
A Comprehensive Investigation of Particle Gradation Effects on Limiting Void Ratios and Pore Structures of Granular Soils	9
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism	9
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave	9
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A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards	9
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	9
An Efficient Hybrid Simulation Method to Quantitatively Analyze the Flexible Wire‐Ring Net Rockfall Protection Systems	9
Benchmarking Contact Detection Algorithms Used in Polyhedral Particle System	9
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils	9
Quantification of fabric evolution in granular material under cyclic loading	9
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Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing	9
Thermo‐Hydrodynamic Processes of Microparticles in Fractures: A CFD–DEM Approach	8
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand	8
Transient State Analysis of Rainfall Infiltration Into Layered Vegetated Soils	8
The u‐p approximation versus the exact dynamic equations for anisotropic fluid‐saturated solids. I. Hyperbolicity	8
An optimized DEM‐SPH model for surge waves induced by riverside landslides	8
Hydraulic fracturing analysis in fluid‐saturated porous medium	8
Analytical and Numerical Analysis of Bingham Fluid Grouting in Rough Fracture	8
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Analytical Solution of a Tunnel Within the Saturated Poroelastic Medium Subjected to Cylindrical P‐ and SV‐Waves	8
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part II: Model Validation and Applications	8
Analytical Study on the Performance of a Novel Barrier: Cut‐Off Wall and Permeable Reactive Barrier Dual‐Domain System	8
Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation	8
Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis	8
Issue Information	8
Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength	8
Novel Simplified Practical Method for One‐Dimensional Large‐Strain Consolidation	8
Working Face Stability Analysis of a Quasi‐Rectangular Pipe‐Jacking Tunnel Considering the Carrying‐Soil Effect	8
Probabilistic Analysis of Pile‐Reinforced Slopes Considering Anisotropic Spatial Soil Properties	8
Issue Information	8
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Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models	8
A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures	8
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks	8
Regularized SPH model for soil–structure interaction with generalized frictional boundary	8
Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture	8
Prediction of the post‐failure behavior of rocks: Combining artificial intelligence and acoustic emission sensing	8
Issue Information	8
A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures	8
Improved Fictitious Soil Pile Model for Simulating the Base Soil Under the High‐Strain Condition	8
2.5D Numerical Formulation for Analysing Long‐Term Settlement of Tunnel‐Soil System Induced by Cyclic Train Loading in Soft Soil Area	7
Mechanical Properties of Rock Ballast in Combined Tamping and Stabilizing Operations Using Numerical Dynamic Domain	7
Numerical Analysis of Soil Consolidation and Time‐Dependent Skin Friction Mobilization Around Permeable Pipe Pile	7
Refined Modification of the Fractured Rock Mass Classification Method Considering Geometric Parameters of Joints and Block Stability	7
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Analytical Solutions for Calculating Pore‐Water Pressure and Stability of Infinite Slope With Cracks and Vegetation Under Rainfall	7
A Modified Dual Porosity Model Considering the Capillary Pressure Difference Between Matrix and Fracture	7
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Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure	7
Numerical Strategy on the Grid Orientation Effect in the Simulation for Two‐Phase Flow in Porous Media by Using the Adaptive Artificial Viscosity Method	7
A Spring Model for Pullout Behavior of Curved, Flexible Structures Embedded in Soil	7
Numerical Simulation of Debris Flow Impact on Pier With Different Cross‐Sectional Shapes Based on Coupled CFD‐DEM	7
Cover Image, Volume 46, Issue 12	7
FEM‐based dual length‐scale simulation of hydrothermal ore‐forming systems involving convective flow in fluid‐saturated porous media	7
Analysis of dilatancy relation and shear‐band formation in granular materials based on Eshelby‐Mandel tensor	7
Deep learning‐accelerated multiscale approach for granular material modeling	7
Semi‐Analytical Solution for One‐Dimensional Nonlinear Consolidation of Multilayered Soil Considering Self‐Weight and Boundary Time Effect	7
Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method	7
Interaction Between Layered Saturated Soft Rock–Soil Mass and Pile Groups Considering Free‐Standing Length and Rock‐Socketed Depth	7
Effects of Grain Shape and Orientation on the Dynamic Mechanical and Damage Characteristics of Crystalline Rocks	7
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Numerical Study on a Frost Heave Model Considering the Critical Separation Pressure	7
Modified SANISAND‐F model for simple shear path	7
An SPH framework for drained and undrained loading over large deformations	6
Use of Advanced Constitutive Models for the Mechanical Behavior of Soft Soils With Diatoms From Bogotá (Colombia)	6