International Journal for Numerical and Analytical Methods in Geomecha

Article	Citations
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Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations	40
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method	40
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression	36
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Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method	35
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material	34
“Homogenization with non‐homogeneous plastic flow”	34
Influence of foundation flexibility on the topology optimization of piled structures	33
One kind of transverse isotropic strength criterion and the transformation stress space	32
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	31
Energetic formulation of large‐deformation poroelasticity	30
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation	28
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction	27
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes	26
A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method	25
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder	25
Numerical Model for Granular Flow With Interstitial Fluid	24
Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs	24
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators	24
Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil	23

Revisiting Undrained Cavity Expansion in Mohr–Coulomb Soils: Consideration of Limited Dilation	22
A Three‐Dimensional Solution for the Semi‐Coupled Thermo‐Mechanical and Thermo‐Hydro‐Mechanical Behaviors of Soils With Groundwater	22
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Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete	20
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Vertical dynamic response of pipe pile embedded in unsaturated soil based on fractional‐order standard linear solid model and Rayleigh‐Love rod model	19
Data‐driven nonlocal model for fragmentation in the crushing of solids	19
Thermoporoelastic response of a semi‐permeable wellbore subjected to convective cooling and non‐hydrostatic in situ stresses	19
Microstructure‐based effective stress for unsaturated frozen soils	19
A hydrodynamic model for analyzing the closure stresses in the wellbore strengthening problem	19
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics	19
A Fast Convolution‐Based Peridynamics for Rock Fracture Under Compressive Load	19
A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings	19
Semi‐analytical Solution of a Shallow Buried Lined Tunnel Under Full‐Slip Contact Condition	18
Modeling diameter of jet grouting columns using Bayesian framework	18
Experimental study of compaction localization in carbonate rock and constitutive modeling of mechanical anisotropy	18
Cover Image, Volume 48, Issue 4	18
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Neohypoplasticity Revisited	18
Dynamic Torsional Response of Pile in Fractional‐Order Viscoelastic Unsaturated Transversely Isotropic Soil With Imperfect Contact	18
Meshless method for wave propagation in poroelastic transversely isotropic half‐space with the use of perfectly matched layer	18
A Novel Prediction Model for Debris Flow Mean Velocity Based on Small Sample Data Taking Jiangjia Gully Watershed as an Example	18
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures	18
A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings	17
How Does the Largest Cluster in the Strong Network Rule Granular Soil Mechanics? A DEM Study	17
Copula‐based importance sampling method for efficient slope reliability analysis	17
Semi‐Analytical Solution for Consolidation of Unsaturated Soil Composite Foundation Improved by Local Permeable Pile With Finite Hankel Transform	17
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings	16
Diffusion Model‐Based Controlled Reconstruction Method for 3D Fractured Rock Masses	16
Meta‐modeling of fractional constitutive relationships for rocks based on physics‐induced machine learning	16
An improved method of active earth pressure on rigid retaining wall under movement modes considering arching effects	16
Three‐dimensional thermal modeling and dimensioning design in the nuclear waste repository	16
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems	15
Microscopic Thermo‐Mechanical Properties and Phase Transition of Bulk Ice‐Ih	15
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Collapse characteristics of binary granular columns considering inhomogeneous particle size distributions	15
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Multiscale and Multifield Investigation on Soil Leakage at the Diaphragm Wall Opening During Excavation	15
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A FEM‐DEM Coupling Analysis on Bearing Capacity of Sandy Soil Foundation Considering Fabric Anisotropy	15
Rock fracture propagation in a damage zone by a constitutive model coupling volume and cohesive elements	14
Erratum to the “Effects of confining‐pressure dependent Lame moduli on the frequency‐dependent amplification of a poro‐viscoelastic soil layer under horizontal cyclic loading”	14
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Bearing capacity factors of cone‐shaped footing in meshfree	14
The Limitations of a Standard Phase‐Field Model in Reproducing Jointing in Sedimentary Rock Layers	14
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Effects of particle overall regularity and surface roughness on fabric evolution of granular materials: DEM simulations	14
A computational dual‐porosity approach for the coupled hydro‐mechanical analysis of fractured porous media	14
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A micromechanics‐based approach to damage propagation criterion in viscoelastic fractured materials regarded as homogenized media	13
Localized Deformation Analysis of a 3D Micropolar Modified Cam‐Clay Model	13
Effective velocity of reflected wave in rock mass with different wave impedances of normal incidence of stress wave	13
MS‐IS Hypoplastic Model Considering Stiffness Degradation Under Cyclic Loading Conditions	13
Semi‐analytical solutions for the consolidation of unsaturated composite ground with floating permeable columns under equal strain condition	13
A two‐stage combined filtration‐consolidation model for slurry ground treated by vacuum preloading	13
A sparse domain decomposition method for parallel computing of a four‐dimensional lattice spring model	13
A numerical model for hydrothermal transport in unsaturated freezing soils considering thermodynamics equilibrium	13
Effects of particle size‐shape correlations on steady shear strength of granular materials: The case of particle elongation	13
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Seismic Displacement Analysis of Jointed Rock Slopes Considering Topographic Amplification and Joint Strength Degradation	12
Cover Image, Volume 48, Issue 2	12
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DEM Models of Toyoura Sand Under Various Cyclic Loading Paths From Direct Considerations of Shape and Fabric	12
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Coupled Modeling of Hydromechanical Behavior of Saturated Concrete Under High Stresses and Dynamic Loading: Influence of Pore Pressure	12
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Circumventing volumetric locking in stabilized smoothed particle finite element method and its application to dynamic large deformation problems	12
Importance Sampling‐Enhanced Reliability Analysis of Double‐Row Piled Earth Slopes Accounting for Soil Spatial Variability	12
Analytical solution for distributed torsional low strain integrity test for pipe pile	12
Lateral kinematic response of offshore pipe piles to S‐wave seismic excitation	12
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
Propagation of P‐SV waves radiated by explosive columns in jointed rock masses	11
Optimization and variational principles for the shear strength reduction method	11
Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary	11
An analytical model for ground support by bolting	11
Micro‐Mechanical Analysis for Residual Stresses and Shakedown of Cohesionless‐Frictional Particulate Materials Under Moving Surface Loads	11
Modelling dynamic breakage in rock blocks with different elongation and flatness ratios upon impact	11
Efficient reliability‐based design of slope angles in spatially variable soils with field data	11
The peridynamic Drucker‐Prager plastic model with fractional order derivative for the numerical simulation of tunnel excavation	10
Analytical solution for consolidation of unsaturated composite foundation improved by permeable and impermeable columns considering depth‐dependent initial stress	10
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship	10
The consolidation behavior of layered fractional viscoelastic soils considering groundwater	10
Analytical solutions of 1‐D chemo‐hydro‐mechanical coupled model of saturated soil considering osmotic efficiency	10
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Analytical solution for one‐dimensional thaw consolidation model with double moving boundaries	10
Multi‐objective optimization of mechanically stabilized earth retaining wall using evolutionary algorithms	10
Large‐strain analysis for cylindrical cavity contraction in strain‐softening geomaterials	10
3D Semi‐Analytical and Numerical Upper‐Bound Homogenisation Approaches to the Out‐of‐Plane Strength Domain of a Running‐Bond Masonry Wall	10
Face stability assessment of a longitudinally inclined tunnel considering pore water pressure	10
SORM‐Enhanced Inverse Reliability Analysis for Geotechnical Multiobjective Reliability‐Based Design Optimization	10
Cover Image, Volume 48, Issue 5	10
Upgrading SANISAND model to address continuous stress principal axis rotation: A conservative approach	10
A multiobjective optimization framework for site investigation program based on Bayesian approach and NSGA‐II	10
Numerical study on seepage properties of rock mass with non‐penetrating fracture using discrete element method	10
Theoretical Study on Consolidation of Slurry Treated by PHDs‐VP Considering Clogging Effect and Vacuum Preloading Process	10
A Decomposition–Consolidation Model for the Production Behavior of Gas Hydrate‐Bearing Sediments	10
Elastoplastic augmented virtual internal bond modeling for rock: A fracture‐plasticity combined constitutive model	10
Extremely large deformation of tunnel induced by rock mass fracture using GPGPU parallel FDEM	10
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Seismic passive earth pressure resistance for caisson in layered soil using modified pseudo‐dynamic approach	9
Multi‐phase‐field microporomechanics model for simulating ice‐lens growth in frozen soil	9
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A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures	9
Phase‐field modeling of rock fractures with roughness	9
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Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems	9
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Mapped material point method for large deformation problems with sharp gradients and its application to soil‐structure interactions	9
A novel hydro‐mechanical coupled multiphysics model for slurry penetration in sand with application to face stability analysis of shield tunnel	9
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An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave	8
An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil	8
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials	8
Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models	8
The Continuum Voronoi Block Model for simulation of fracture process in hard rocks	8
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	8
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance	8
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism	8
Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model	8
Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation	8
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks	8
A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards	8
Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing	8
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations	8
Quantification of fabric evolution in granular material under cyclic loading	8

Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System	8
Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis	8
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation	8
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand	8
Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule	7
Time‐varying characteristics of irregular rigid foundations on fractional visco‐poroelastic stratified cross‐anisotropic soils	7
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling	7
Semi‐Analytical Solution for One‐Dimensional Nonlinear Consolidation of Multilayered Soil Considering Self‐Weight and Boundary Time Effect	7
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Interaction Between Layered Saturated Soft Rock–Soil Mass and Pile Groups Considering Free‐Standing Length and Rock‐Socketed Depth	7
Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture	7
Numerical Simulation of Debris Flow Impact on Pier With Different Cross‐Sectional Shapes Based on Coupled CFD‐DEM	7
An optimized DEM‐SPH model for surge waves induced by riverside landslides	7
2.5D Numerical Formulation for Analysing Long‐Term Settlement of Tunnel‐Soil System Induced by Cyclic Train Loading in Soft Soil Area	7
Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength	7
Unified elasto‐plastic analysis of rock mass supported with fully grouted bolts for deep tunnels	7
The u‐p approximation versus the exact dynamic equations for anisotropic fluid‐saturated solids. I. Hyperbolicity	7
Ductile response of piles to stabilise landslide	7
Novel Simplified Practical Method for One‐Dimensional Large‐Strain Consolidation	7
Improved Fictitious Soil Pile Model for Simulating the Base Soil Under the High‐Strain Condition	7
Cover Image, Volume 46, Issue 12	7
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Prediction of the post‐failure behavior of rocks: Combining artificial intelligence and acoustic emission sensing	7
Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method	7
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils	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
Deep learning‐accelerated multiscale approach for granular material modeling	7
Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure	7
Hydraulic fracturing analysis in fluid‐saturated porous medium	7
Three‐dimensional dynamic response of transversely isotropic saturated media subjected to transient loads	7
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Working Face Stability Analysis of a Quasi‐Rectangular Pipe‐Jacking Tunnel Considering the Carrying‐Soil Effect	7
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part II: Model Validation and Applications	7
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A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures	7
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Mechanical Properties of Rock Ballast in Combined Tamping and Stabilizing Operations Using Numerical Dynamic Domain	7
A Spring Model for Pullout Behavior of Curved, Flexible Structures Embedded in Soil	7
A new development of the scaled boundary finite element method for wave motion in layered half‐space	7
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Regularized SPH model for soil–structure interaction with generalized frictional boundary	7
Multi‐porous extension of anisotropic poroelasticity: Linkage with micromechanics	6
FEM‐based dual length‐scale simulation of hydrothermal ore‐forming systems involving convective flow in fluid‐saturated porous media	6
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Development of a new advanced elastoplastic constitutive model that considers soil behavior at small strains. The EPHYSS model	6
Prediction of Backward Erosion, Pipe Formation and Induced Failure Using a Multi‐Physics SPH Computational Framework	6
Simplified method for estimating the impact of the underlying tunnel excavation on existing tunnel	6
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Variation of negative vacuum pressure in vertical drains with time and depth under variable well resistance	6
Modified SANISAND‐F model for simple shear path	6
Stress analysis of elliptical tunnels in an orthogonally anisotropic elastic full‐space under non‐uniform in‐situ stress	6
Microscopic investigation of the influence of complex stress states on internal erosion and its impacts on critical hydraulic gradients	6
Stochastic assessment of 3‐D tunnels in near‐fault ground motion using modified domain reduction method	6
Impact of soft minerals on crack propagation in crystalline rocks under uniaxial compression: A grain‐based numerical investigation	6
An SPH framework for drained and undrained loading over large deformations	6
Temperature Extended‐Two‐Fluid Tracking (txTFT) Method for Grouting Simulation in High‐Temperature Flowing Water	6
Uncertainty Quantification of the Short‐ and Long‐Term Behavior of COx Claystone and Reliability Analysis of the IL‐LLW Repository's Concrete Liner Based on In Situ Convergence Data	6
A Framework for Estimating Matric Suction in Compacted Fine‐Grained Soils Based on a Machine Learning‐Assisted Conceptual Model	6
Optimization‐based pore network modeling approach for determination of hydraulic conductivity function of granular soils	6
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Rheological consolidation analysis of saturated clay ground under cyclic loading based on the fractional order Kelvin model	6
Consistent treatment of shear failure in embedded discrete fracture models using XFVM	6
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A bi‐fidelity inverse analysis method for deep excavations considering three‐dimensional effects	6
Analysis of dilatancy relation and shear‐band formation in granular materials based on Eshelby‐Mandel tensor	6
Study on the effect of hydro‐chemical dissolution on shear properties of rock fractures using the improved discontinuous deformation analysis	6
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Modeling suffusion of ideally gap‐graded soil	6
A semi‐analytical solution for displacement‐controlled elliptical cavity expansion in undrained MCC soil	6
Use of Advanced Constitutive Models for the Mechanical Behavior of Soft Soils With Diatoms From Bogotá (Colombia)	6
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Analytical Solutions for Calculating Pore‐Water Pressure and Stability of Infinite Slope With Cracks and Vegetation Under Rainfall	6
Novel Consistent Tangent Operator for Runge–Kutta‐Based Explicit Stress Integration for Elasto‐Plastic Models: Application to the Modified Cam Clay Model	6
Three‐Dimensional Energy‐Driven Cellular Automata Method for Simulation of Energy Evolution in Rock Materials Under Uniaxial Compression	6
Semi‐Analytical Study of Pile–Soil Interaction on a Permeable Pipe Pile Subjected to Rheological Consolidation of Clayey Soils	5
Semi‐Analytical Solution for Passive Earth Pressure in Unsaturated Narrow Soils Behind Retaining Walls With a Log‐Spiral Failure Surface Based on the Principal Stress Trajectory Method	5
Analytical Method for Predicting Tunnel Deformation Caused by Overlying Excavation Considering the Dewatering	5
Stability of unsaturated soil slope considering stratigraphic uncertainty and rotated anisotropy of soil properties	5
Analytical Solution for Longitudinal Seismic Responses of Circular Tunnel Crossing Fault Zone	5
Cyclic modeling of unsaturated sands using a pore‐scale hydromechanical approach	5
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Analytical solution for heat exchange in energy pile ground considering smear effects	5
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Noncircular Slip Surface Search on Slopes Based on Minimum Potential Energy Method and Improved SA Algorithm	5
Theoretical Investigation of Dynamic Pile–Soil Interaction in Torsion Considering Continuity of Heterogeneous Soil	5
Simplified method for evaluating tunnel response induced by a new tunnel excavation underneath	5
Strain localization criteria for viscoplastic geomaterials	5
Optimal local truncation error method for 2‐D elastodynamics problems on irregular domains and unfitted Cartesian meshes	5
Correlation Characterization Method for Thermal Parameters of Frozen Soil Under Incomplete Probability Information	5
Adaptive Mesh Generation and Numerical Verification for Complex Rock Structures Based on Optimization and Iteration Algorithms	5
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Can ChatGPT Implement Finite Element Models for Geotechnical Engineering Applications?	5
A Thermomechanical Model of Coarse‐Grained Soils With Non‐Orthogonal Flow Rule	5
Constitutive modelling of unsaturated gold tailings subjected to drying and wetting cycles	5