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 2022-06-01 to 2026-06-01.)
ArticleCitations
Issue Information110
107
Issue Information93
59
52
Numerical Model for Granular Flow With Interstitial Fluid49
“Homogenization with non‐homogeneous plastic flow”47
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations44
A Three‐Dimensional Solution for the Semi‐Coupled Thermo‐Mechanical and Thermo‐Hydro‐Mechanical Behaviors of Soils With Groundwater43
Assessment of Heat Transfer‐Induced Contaminant Transport for a GMB/GCL/CCL Liner System41
Revisiting Undrained Cavity Expansion in Mohr–Coulomb Soils: Consideration of Limited Dilation38
36
Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method36
A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method33
Stabilized Semi‐Implicit Material Point Method for Hydro‐Mechanical Coupled Large Deformation Soil‐Structure Interaction Analyses33
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression33
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation32
An Analytical Solution for Ultimate Air Pressure in a Subsea Rock Cavern for Compressed Air Energy Storage Based on Uplift Limit Analysis30
Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs30
Innovative Sealing Approaches for Karst Flowing Groundwater: Numerical Analysis of Secondary Grouting Mechanism After Grout‐Filled Bag Sealed29
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators28
Non‐Intrusive Global‐Local Method for Poroelasticity Problems With Localized Pressure Effects27
Issue Information27
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder26
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes25
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method25
Nonlinear Mechanical Responses and Fatigue Damage Mechanisms of Roadside Backfill Materials Under Static‐dynamic Combined Loads24
A Reliability Analysis Approach for Embankment Stability Considering Spatial Variability of Soil Properties23
23
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction23
23
23
A Fast Convolution‐Based Peridynamics for Rock Fracture Under Compressive Load22
Effect of the Single Central Pre‐Existing Fissure With Different Angles on Rockburst Proneness of Granite: Mechanistic Insights via Three‐Dimensional Grain‐Based Modeling21
A Novel Prediction Model for Debris Flow Mean Velocity Based on Small Sample Data Taking Jiangjia Gully Watershed as an Example21
Copula‐based importance sampling method for efficient slope reliability analysis21
Data‐driven nonlocal model for fragmentation in the crushing of solids21
A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings21
An Improved Method for Determining Constriction Size Distribution Using Discrete Element Method and Its Inspiration for Corresponding Laboratory Tests21
An Efficient Strength Criterion Based Constitutive Model for Geomaterials: Development and Application20
Neohypoplasticity Revisited20
Cover Image, Volume 48, Issue 420
Multiscale Analysis of Local Fluctuations in Granular Materials Subject to Quasi‐Static Shear20
Thermoporoelastic response of a semi‐permeable wellbore subjected to convective cooling and non‐hydrostatic in situ stresses20
How Does the Largest Cluster in the Strong Network Rule Granular Soil Mechanics? A DEM Study20
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics19
Semi‐Analytical Solution for Consolidation of Unsaturated Soil Composite Foundation Improved by Local Permeable Pile With Finite Hankel Transform19
Vertical dynamic response of pipe pile embedded in unsaturated soil based on fractional‐order standard linear solid model and Rayleigh‐Love rod model19
Experimental study of compaction localization in carbonate rock and constitutive modeling of mechanical anisotropy19
A Probabilistic Cut Finite Element Method With Random Field Generator and Bayesian Model Calibration for Flow Through Rough Cracks19
Dynamic Torsional Response of Pile in Fractional‐Order Viscoelastic Unsaturated Transversely Isotropic Soil With Imperfect Contact19
Microstructure‐based effective stress for unsaturated frozen soils19
A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings18
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures18
Three‐Dimensional Numerical Simulations of Large‐Diameter Slurry Shield Tunnelling: The Influence of a Dynamic Filter Cake18
Modeling diameter of jet grouting columns using Bayesian framework18
Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete18
Semi‐analytical Solution of a Shallow Buried Lined Tunnel Under Full‐Slip Contact Condition18
Meshless method for wave propagation in poroelastic transversely isotropic half‐space with the use of perfectly matched layer18
Issue Information17
Microscopic Thermo‐Mechanical Properties and Phase Transition of Bulk Ice‐Ih17
Multiscale and Multifield Investigation on Soil Leakage at the Diaphragm Wall Opening During Excavation17
Bearing capacity factors of cone‐shaped footing in meshfree17
Issue Information17
Diffusion Model‐Based Controlled Reconstruction Method for 3D Fractured Rock Masses17
Extended Kelvin–Voigt Model for Simulating Thermally Accelerated Creep in Fine‐Grained Soils16
Issue Information16
Finite‐Discrete Element Methods‐Based Analysis of Layer Thickness Effects on Mechanical Behaviour and Fracture Mechanisms in Anisotropic Shale16
Meta‐modeling of fractional constitutive relationships for rocks based on physics‐induced machine learning16
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings16
Analytical Solution for Seepage Fields Around Drained Diversion Tunnels Considering Arbitrary Ground Leakages16
The Limitations of a Standard Phase‐Field Model in Reproducing Jointing in Sedimentary Rock Layers16
Suspended Sediment Transport in Ice‐Covered Turbulent Flow: Semi‐Analytical Solution and Parametric Sensitivity16
Rock fracture propagation in a damage zone by a constitutive model coupling volume and cohesive elements16
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
Collapse characteristics of binary granular columns considering inhomogeneous particle size distributions16
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems15
An improved method of active earth pressure on rigid retaining wall under movement modes considering arching effects15
Effects of particle overall regularity and surface roughness on fabric evolution of granular materials: DEM simulations15
A FEM‐DEM Coupling Analysis on Bearing Capacity of Sandy Soil Foundation Considering Fabric Anisotropy15
An Analytical Approach for Predicting Vapor Migration Induced by Pot Cover Effect With Field Test Validation15
Grouting Parameter Effects on Structural Response: Precision Modeling of Soft Soil Tunnel‐Base Grouting via Cavity Expansion Theory and Mindlin Solution15
Block Collapse Prediction and Reinforcement Optimization in Tunnels Based on Discontinuous Deformation Analysis and Machine Learning Models15
Thermo‐Hydro‐Mechanical Behavior of Saturated Porous Media Under Non‐Isothermal Flow With Fine Particle Migration14
Seismic Displacement Analysis of Jointed Rock Slopes Considering Topographic Amplification and Joint Strength Degradation14
One‐Dimensional THM Coupling Model of Clay Layer Considering Non‐Darcian Seepage and Thermo‐Osmosis Under Semi‐Thermally Insulated Boundary14
Earth Pressures on Underground Structures in Long Vertical Trenches With Heterogeneous and Nonlinear Soil Backfills Using a Slice‐Based Numerical Approach14
14
A two‐stage combined filtration‐consolidation model for slurry ground treated by vacuum preloading14
Importance Sampling‐Enhanced Reliability Analysis of Double‐Row Piled Earth Slopes Accounting for Soil Spatial Variability14
A Simple Approach for Circular Tunnels Excavated in Strain‐Softening and Dilatancy Rock Masses14
A computational dual‐porosity approach for the coupled hydro‐mechanical analysis of fractured porous media14
14
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
A Coupled Extended Finite Element–Cohesive Zone Model for Hydraulic Fracture Propagation Under Poroelastic Effects Across Different Propagation Regimes14
Issue Information14
Issue Information14
A numerical model for hydrothermal transport in unsaturated freezing soils considering thermodynamics equilibrium13
Elastic–Plastic Solutions for Deformation Pressure on Deep‐Buried Circular Tunnels in Non‐Uniform Stress Field13
Impact of Bedding Angle on the Processes of Granular Column Collapse13
Localized Deformation Analysis of a 3D Micropolar Modified Cam‐Clay Model13
A Thermo‐Hydro‐Mechanical‐Phase Transition Coupled Field‐Enriched Finite Element Method for Simulating Water‐Ice Phase Transition Induced Crack Propagation in Rock Masses13
Consolidation Analysis of Column–Reinforced Composite Ground Considering Load Transfer Characteristics13
Viscoelastic Solution for Layered Porous Media Under Nonlinear Stokes Waves13
Energy‐Based Modeling of Stress–Dilatancy in Unsaturated Soils13
Semi‐analytical solutions for the consolidation of unsaturated composite ground with floating permeable columns under equal strain condition13
A Modified Inverse Analysis Method for Soil Parameters Considering the Spatial Structure of Soil Layers13
Parameter Calibration of Discrete Element Simulation for Unstructured Pavements Using Method‐Fused Screening and a Polynomial Kernel‐Based Support Vector Regression Model13
A Two‐Dimensional Transformed Differential Quadrature Solution for Air‐Hydro‐Mechanical Coupling in Layered Unsaturated Soils13
Semi‐Analytical Solution for a Lined Non‐Circular Tunnel in Viscoelastic Rock13
A micromechanics‐based approach to damage propagation criterion in viscoelastic fractured materials regarded as homogenized media13
Three‐dimensional Shear Strength Prediction of Unsaturated Soil Based on a Novel Soil‐water Characteristic Curve (SWCC) Model13
An analytical model for ground support by bolting12
Analytical Solution for Coupled Solute Transport and Consolidation Under Semi‐Infinite Conditions and Its Application to Clay Liner Thickness Design12
Elastoplastic augmented virtual internal bond modeling for rock: A fracture‐plasticity combined constitutive model12
12
Cross‐Scale Simulation Study on the Wetting Mechanical Properties and Deformation Characteristics of Rockfill Materials12
3D analytical modeling of moving‐loading induced pile‐group behavior in stratified cross‐anisotropic poroelastic water‐saturated soils based on two stage theory12
Probabilistic assessment of existing shield tunnel longitudinal responses to tunnelling12
A Generalized Nonlinear Solution for the Transient Dynamic Response of Continuous Buried Pipelines to Underground Blast Loadings With Shear Interaction on Visco‐Elastic Foundation12
12
12
Shakedown Limit Analysis of Layered Slab Track Substructures12
Efficient reliability‐based design of slope angles in spatially variable soils with field data12
Cover Image, Volume 48, Issue 212
Numerical Investigation on Consolidation Characteristics of Geotextile‐Encased Recycled Aggregate Columns in Soft Soil12
Face stability assessment of a longitudinally inclined tunnel considering pore water pressure11
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 Project11
Propagation of P‐SV waves radiated by explosive columns in jointed rock masses11
Lateral kinematic response of offshore pipe piles to S‐wave seismic excitation11
Circumventing volumetric locking in stabilized smoothed particle finite element method and its application to dynamic large deformation problems11
Modelling dynamic breakage in rock blocks with different elongation and flatness ratios upon impact11
Investigation of Nonuniform Creep Behavior and Crest Cracking of an Asphalt–Concrete Core Rockfill Dam After Reservoir Impoundment11
Mechanical Properties of Basalt Fibre Reinforced Polymer (BFRP) Bars Reinforced Concrete‐Filled BFRP Circular Tubes and Their Application in Adjacent Tunnel Construction11
DEM Models of Toyoura Sand Under Various Cyclic Loading Paths From Direct Considerations of Shape and Fabric11
Experimental and Numerical Simulation Study on Cross Interface Propagation Behavior and Main Control Mechanism of Tensile Cracks in Bi‐Granite11
Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary11
Numerical Investigation of Bored Tunnelling Effects on Pile‐Supported Superstructures11
A Surrogate Model for Stability Assessment of Two‐Layered Cohesive Slopes11
Numerical Analysis of Tunnelling‐Induced Lateral Pile‐Soil Interactions of Adjacent Piles in Sand11
A Simple Bounding Surface Plasticity Model for Overconsolidated Clays: Theory, Validation, and Numerical Implementation11
Micro‐Mechanical Analysis for Residual Stresses and Shakedown of Cohesionless‐Frictional Particulate Materials Under Moving Surface Loads11
Experimental and Numerical Investigation of the Effect of Rock Mass Behavior and Stratum Orientations on Horseshoe‐Shaped Tunnel Stability11
Mapped material point method for large deformation problems with sharp gradients and its application to soil‐structure interactions10
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship10
SORM‐Enhanced Inverse Reliability Analysis for Geotechnical Multiobjective Reliability‐Based Design Optimization10
A novel hydro‐mechanical coupled multiphysics model for slurry penetration in sand with application to face stability analysis of shield tunnel10
Issue Information10
Cover Image, Volume 48, Issue 510
Seismic passive earth pressure resistance for caisson in layered soil using modified pseudo‐dynamic approach10
Multi‐phase‐field microporomechanics model for simulating ice‐lens growth in frozen soil10
The consolidation behavior of layered fractional viscoelastic soils considering groundwater10
Stochastic Risk Analysis of Settlement in Large‐Filled Areas Considering the Local Spatial Effect of Soil Properties10
Generalized Thermo‐Hydro‐Mechanical Responses of Functional Gradient Pipeline‐Surrounding Soil System Considering Interfacial Conditions10
A multiobjective optimization framework for site investigation program based on Bayesian approach and NSGA‐II10
Large‐strain analysis for cylindrical cavity contraction in strain‐softening geomaterials10
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
Upgrading SANISAND model to address continuous stress principal axis rotation: A conservative approach10
A Decomposition–Consolidation Model for the Production Behavior of Gas Hydrate‐Bearing Sediments10
DEM Modeling of Microcracking and Acoustic Emission in Rock under Cyclic Compression with Microstructural Hardening and Memory Effects10
Analytical solution for one‐dimensional thaw consolidation model with double moving boundaries10
Comparative Numerical Investigation on Behavior of Ordinary and Bio‐Grouted Stone Columns in Clay10
Analytical solution for consolidation of unsaturated composite foundation improved by permeable and impermeable columns considering depth‐dependent initial stress10
Impact of Geomechanics Model Simplifications on Assessing Flow and Transport in 3D Fracture Networks10
3D Semi‐Analytical and Numerical Upper‐Bound Homogenisation Approaches to the Out‐of‐Plane Strength Domain of a Running‐Bond Masonry Wall10
An Analytical Method to Estimate Hydrogeological Parameters of Nonlinear Consolidating Aquitards Under Generalized Complex Stress Boundaries9
An Efficient Hybrid Simulation Method to Quantitatively Analyze the Flexible Wire‐Ring Net Rockfall Protection Systems9
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials9
A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards9
Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model9
Issue Information9
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance9
Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System9
Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models9
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism9
Numerical Evaluation of Electrode Spacing, Applied Voltage, and Intermittent Current on the Field Application of Electro‐Osmotic Consolidation9
An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil9
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation9
9
Thermo‐Hydrodynamic Processes of Microparticles in Fractures: A CFD–DEM Approach9
Numerical study on seepage properties of rock mass with non‐penetrating fracture using discrete element method9
Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis9
A Coupled Material Point Method and Discrete Element Method Framework for Continuum‐Slim Structure Interaction Modeling9
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils9
A Comprehensive Investigation of Particle Gradation Effects on Limiting Void Ratios and Pore Structures of Granular Soils9
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity9
9
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks9
Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems9
9
Benchmarking Contact Detection Algorithms Used in Polyhedral Particle System9
9
Analytical Solution of a Tunnel Within the Saturated Poroelastic Medium Subjected to Cylindrical P‐ and SV‐Waves8
Regularized SPH model for soil–structure interaction with generalized frictional boundary8
A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures8
8
Quantification of fabric evolution in granular material under cyclic loading8
Numerical Implementation and Probabilistic Analysis of Soil‐Rock Mixtures: Stochastic Geometric Models for Triaxial Shear and Slope Stability8
Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing8
An optimized DEM‐SPH model for surge waves induced by riverside landslides8
A Spring Model for Pullout Behavior of Curved, Flexible Structures Embedded in Soil8
Novel Simplified Practical Method for One‐Dimensional Large‐Strain Consolidation8
Issue Information8
Analytical and Numerical Analysis of Bingham Fluid Grouting in Rough Fracture8
Improved Fictitious Soil Pile Model for Simulating the Base Soil Under the High‐Strain Condition8
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand8
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave8
Issue Information8
Issue Information8
The u‐p approximation versus the exact dynamic equations for anisotropic fluid‐saturated solids. I. Hyperbolicity8
Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength8
Working Face Stability Analysis of a Quasi‐Rectangular Pipe‐Jacking Tunnel Considering the Carrying‐Soil Effect8
8
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part II: Model Validation and Applications8
Analytical Study on the Performance of a Novel Barrier: Cut‐Off Wall and Permeable Reactive Barrier Dual‐Domain System8
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling8
Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation8
Time‐Dependent Failure of Rock: Insights From Grain‐Scale Stress Corrosion Simulation8
Numerical Strategy on the Grid Orientation Effect in the Simulation for Two‐Phase Flow in Porous Media by Using the Adaptive Artificial Viscosity Method8
Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture8
Memory of Stress History in Single and Two Surface Plasticity for Granular Soils7
7
7
Interaction Between Layered Saturated Soft Rock–Soil Mass and Pile Groups Considering Free‐Standing Length and Rock‐Socketed Depth7
Semi‐Analytical Solution for One‐Dimensional Nonlinear Consolidation of Multilayered Soil Considering Self‐Weight and Boundary Time Effect7
Numerical Simulation of Debris Flow Impact on Pier With Different Cross‐Sectional Shapes Based on Coupled CFD‐DEM7
Refined Modification of the Fractured Rock Mass Classification Method Considering Geometric Parameters of Joints and Block Stability7
Transient State Analysis of Rainfall Infiltration Into Layered Vegetated Soils7
Consistent treatment of shear failure in embedded discrete fracture models using XFVM7
Temperature Extended‐Two‐Fluid Tracking (txTFT) Method for Grouting Simulation in High‐Temperature Flowing Water7
Probabilistic Analysis of Pile‐Reinforced Slopes Considering Anisotropic Spatial Soil Properties7
2.5D Numerical Formulation for Analysing Long‐Term Settlement of Tunnel‐Soil System Induced by Cyclic Train Loading in Soft Soil Area7
Mechanical Properties of Rock Ballast in Combined Tamping and Stabilizing Operations Using Numerical Dynamic Domain7
Deep learning‐accelerated multiscale approach for granular material modeling7
Incorporating Non‐Associated Flow Rule Using Kinematics Based Finite Element Limit Analysis for Plane Strain Problems7
A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures7
Analytical Solutions for Calculating Pore‐Water Pressure and Stability of Infinite Slope With Cracks and Vegetation Under Rainfall7
7
Cover Image, Volume 46, Issue 127
Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure7
Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method7
Numerical Analysis of Soil Consolidation and Time‐Dependent Skin Friction Mobilization Around Permeable Pipe Pile7
Hydraulic fracturing analysis in fluid‐saturated porous medium7
Issue Information6
A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo‐osmosis effect6
Impact of soft minerals on crack propagation in crystalline rocks under uniaxial compression: A grain‐based numerical investigation6
6
Geomechanical Unload‐Reload Response of Cylindrical Cavities for Wellbore Stability6
0.23142194747925