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	42
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method	41
Innovative Sealing Approaches for Karst Flowing Groundwater: Numerical Analysis of Secondary Grouting Mechanism After Grout‐Filled Bag Sealed	39
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction	39
Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs	36
Numerical Model for Granular Flow With Interstitial Fluid	34
Assessment of Heat Transfer‐Induced Contaminant Transport for a GMB/GCL/CCL Liner System	34
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators	33
Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method	32
“Homogenization with non‐homogeneous plastic flow”	31
Influence of foundation flexibility on the topology optimization of piled structures	30
One kind of transverse isotropic strength criterion and the transformation stress space	28
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A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method	26
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes	26
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder	26
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material	23
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression	22
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation	22
A Three‐Dimensional Solution for the Semi‐Coupled Thermo‐Mechanical and Thermo‐Hydro‐Mechanical Behaviors of Soils With Groundwater	22

Energetic formulation of large‐deformation poroelasticity	22
Revisiting Undrained Cavity Expansion in Mohr–Coulomb Soils: Consideration of Limited Dilation	22
An Analytical Solution for Ultimate Air Pressure in a Subsea Rock Cavern for Compressed Air Energy Storage Based on Uplift Limit Analysis	22
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Semi‐analytical Solution of a Shallow Buried Lined Tunnel Under Full‐Slip Contact Condition	21
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	21
A Fast Convolution‐Based Peridynamics for Rock Fracture Under Compressive Load	21
A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings	20
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A Novel Prediction Model for Debris Flow Mean Velocity Based on Small Sample Data Taking Jiangjia Gully Watershed as an Example	20
Modeling diameter of jet grouting columns using Bayesian framework	20
An Improved Method for Determining Constriction Size Distribution Using Discrete Element Method and Its Inspiration for Corresponding Laboratory Tests	20
Dynamic Torsional Response of Pile in Fractional‐Order Viscoelastic Unsaturated Transversely Isotropic Soil With Imperfect Contact	20
Data‐driven nonlocal model for fragmentation in the crushing of solids	19
Cover Image, Volume 48, Issue 4	19
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics	19
Meshless method for wave propagation in poroelastic transversely isotropic half‐space with the use of perfectly matched layer	19
A hydrodynamic model for analyzing the closure stresses in the wellbore strengthening problem	19
Semi‐Analytical Solution for Consolidation of Unsaturated Soil Composite Foundation Improved by Local Permeable Pile With Finite Hankel Transform	19
Vertical dynamic response of pipe pile embedded in unsaturated soil based on fractional‐order standard linear solid model and Rayleigh‐Love rod model	18
Microstructure‐based effective stress for unsaturated frozen soils	18
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures	18
Thermoporoelastic response of a semi‐permeable wellbore subjected to convective cooling and non‐hydrostatic in situ stresses	18
Neohypoplasticity Revisited	17
Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete	17
A Probabilistic Cut Finite Element Method With Random Field Generator and Bayesian Model Calibration for Flow Through Rough Cracks	17
How Does the Largest Cluster in the Strong Network Rule Granular Soil Mechanics? A DEM Study	17
A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings	17
Experimental study of compaction localization in carbonate rock and constitutive modeling of mechanical anisotropy	16
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Diffusion Model‐Based Controlled Reconstruction Method for 3D Fractured Rock Masses	16
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A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems	16
Multiscale and Multifield Investigation on Soil Leakage at the Diaphragm Wall Opening During Excavation	16
Copula‐based importance sampling method for efficient slope reliability analysis	16
Effects of particle overall regularity and surface roughness on fabric evolution of granular materials: DEM simulations	16
Meta‐modeling of fractional constitutive relationships for rocks based on physics‐induced machine learning	16
Bearing capacity factors of cone‐shaped footing in meshfree	16
Analytical Solution for Seepage Fields Around Drained Diversion Tunnels Considering Arbitrary Ground Leakages	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
Block Collapse Prediction and Reinforcement Optimization in Tunnels Based on Discontinuous Deformation Analysis and Machine Learning Models	15
Rock fracture propagation in a damage zone by a constitutive model coupling volume and cohesive elements	15
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings	15
A computational dual‐porosity approach for the coupled hydro‐mechanical analysis of fractured porous media	15
Semi‐analytical solutions for the consolidation of unsaturated composite ground with floating permeable columns under equal strain condition	14
Microscopic Thermo‐Mechanical Properties and Phase Transition of Bulk Ice‐Ih	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

Localized Deformation Analysis of a 3D Micropolar Modified Cam‐Clay Model	14
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Collapse characteristics of binary granular columns considering inhomogeneous particle size distributions	14
An improved method of active earth pressure on rigid retaining wall under movement modes considering arching effects	14
Three‐dimensional thermal modeling and dimensioning design in the nuclear waste repository	14
A micromechanics‐based approach to damage propagation criterion in viscoelastic fractured materials regarded as homogenized media	14
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The Limitations of a Standard Phase‐Field Model in Reproducing Jointing in Sedimentary Rock Layers	14
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Seismic Displacement Analysis of Jointed Rock Slopes Considering Topographic Amplification and Joint Strength Degradation	13
Coupled Modeling of Hydromechanical Behavior of Saturated Concrete Under High Stresses and Dynamic Loading: Influence of Pore Pressure	13
Importance Sampling‐Enhanced Reliability Analysis of Double‐Row Piled Earth Slopes Accounting for Soil Spatial Variability	13
MS‐IS Hypoplastic Model Considering Stiffness Degradation Under Cyclic Loading Conditions	13
Effects of particle size‐shape correlations on steady shear strength of granular materials: The case of particle elongation	13
Thermo‐Hydro‐Mechanical Behavior of Saturated Porous Media Under Non‐Isothermal Flow With Fine Particle Migration	13
A two‐stage combined filtration‐consolidation model for slurry ground treated by vacuum preloading	13
A numerical model for hydrothermal transport in unsaturated freezing soils considering thermodynamics equilibrium	13
Effective velocity of reflected wave in rock mass with different wave impedances of normal incidence of stress wave	13
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Cross‐Scale Simulation Study on the Wetting Mechanical Properties and Deformation Characteristics of Rockfill Materials	12
3D analytical modeling of moving‐loading induced pile‐group behavior in stratified cross‐anisotropic poroelastic water‐saturated soils based on two stage theory	12
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Circumventing volumetric locking in stabilized smoothed particle finite element method and its application to dynamic large deformation problems	12
Elastoplastic augmented virtual internal bond modeling for rock: A fracture‐plasticity combined constitutive model	12
Cover Image, Volume 48, Issue 2	12
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Face stability assessment of a longitudinally inclined tunnel considering pore water pressure	12
Efficient reliability‐based design of slope angles in spatially variable soils with field data	12
An analytical model for ground support by bolting	11
Shakedown Limit Analysis of Layered Slab Track Substructures	11
Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary	11
Modelling dynamic breakage in rock blocks with different elongation and flatness ratios upon impact	11
Probabilistic assessment of existing shield tunnel longitudinal responses to tunnelling	11
Numerical Investigation on Consolidation Characteristics of Geotextile‐Encased Recycled Aggregate Columns in Soft Soil	11
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Propagation of P‐SV waves radiated by explosive columns in jointed rock masses	11
Extremely large deformation of tunnel induced by rock mass fracture using GPGPU parallel FDEM	11
Lateral kinematic response of offshore pipe piles to S‐wave seismic excitation	11
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Micro‐Mechanical Analysis for Residual Stresses and Shakedown of Cohesionless‐Frictional Particulate Materials Under Moving Surface Loads	11
DEM Models of Toyoura Sand Under Various Cyclic Loading Paths From Direct Considerations of Shape and Fabric	11
Seismic passive earth pressure resistance for caisson in layered soil using modified pseudo‐dynamic approach	10
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Cover Image, Volume 48, Issue 5	10
Analytical solution for consolidation of unsaturated composite foundation improved by permeable and impermeable columns considering depth‐dependent initial stress	10
SORM‐Enhanced Inverse Reliability Analysis for Geotechnical Multiobjective Reliability‐Based Design Optimization	10
A novel hydro‐mechanical coupled multiphysics model for slurry penetration in sand with application to face stability analysis of shield tunnel	10
Theoretical Study on Consolidation of Slurry Treated by PHDs‐VP Considering Clogging Effect and Vacuum Preloading Process	10
Multi‐objective optimization of mechanically stabilized earth retaining wall using evolutionary algorithms	10
Impact of Geomechanics Model Simplifications on Assessing Flow and Transport in 3D Fracture Networks	10
A Decomposition–Consolidation Model for the Production Behavior of Gas Hydrate‐Bearing Sediments	10
Analytical Solution for Stress and Displacement of the Arbitrary‐Shaped Shallow Tunnel Excavated in Orthotropic Rock	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
Upgrading SANISAND model to address continuous stress principal axis rotation: A conservative approach	10
The consolidation behavior of layered fractional viscoelastic soils considering groundwater	10
3D Semi‐Analytical and Numerical Upper‐Bound Homogenisation Approaches to the Out‐of‐Plane Strength Domain of a Running‐Bond Masonry Wall	10
Analytical solution for one‐dimensional thaw consolidation model with double moving boundaries	10
Large‐strain analysis for cylindrical cavity contraction in strain‐softening geomaterials	10
Numerical study on seepage properties of rock mass with non‐penetrating fracture using discrete element method	10
Generalized Thermo‐Hydro‐Mechanical Responses of Functional Gradient Pipeline‐Surrounding Soil System Considering Interfacial Conditions	10
An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil	9
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism	9
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship	9
A multiobjective optimization framework for site investigation program based on Bayesian approach and NSGA‐II	9
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks	9
The Continuum Voronoi Block Model for simulation of fracture process in hard rocks	9
Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System	9
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The peridynamic Drucker‐Prager plastic model with fractional order derivative for the numerical simulation of tunnel excavation	9
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A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures	9
A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards	9
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Comparative Numerical Investigation on Behavior of Ordinary and Bio‐Grouted Stone Columns in Clay	9
Phase‐field modeling of rock fractures with roughness	9
Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems	9

Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation	8
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Interaction Between Layered Saturated Soft Rock–Soil Mass and Pile Groups Considering Free‐Standing Length and Rock‐Socketed Depth	8
Ductile response of piles to stabilise landslide	8
Regularized SPH model for soil–structure interaction with generalized frictional boundary	8
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations	8
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Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model	8
Time‐varying characteristics of irregular rigid foundations on fractional visco‐poroelastic stratified cross‐anisotropic soils	8
An Efficient Hybrid Simulation Method to Quantitatively Analyze the Flexible Wire‐Ring Net Rockfall Protection Systems	8
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling	8
Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models	8
Quantification of fabric evolution in granular material under cyclic loading	8
Benchmarking Contact Detection Algorithms Used in Polyhedral Particle System	8
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Numerical Strategy on the Grid Orientation Effect in the Simulation for Two‐Phase Flow in Porous Media by Using the Adaptive Artificial Viscosity Method	8
Three‐dimensional dynamic response of transversely isotropic saturated media subjected to transient loads	8
Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength	8
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Improved Fictitious Soil Pile Model for Simulating the Base Soil Under the High‐Strain Condition	8
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils	8
Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing	8
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave	8
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials	8
Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation	8
An optimized DEM‐SPH model for surge waves induced by riverside landslides	8
The u‐p approximation versus the exact dynamic equations for anisotropic fluid‐saturated solids. I. Hyperbolicity	8
2.5D Numerical Formulation for Analysing Long‐Term Settlement of Tunnel‐Soil System Induced by Cyclic Train Loading in Soft Soil Area	8
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Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis	8
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part II: Model Validation and Applications	8
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance	8
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	8
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand	8
Novel Simplified Practical Method for One‐Dimensional Large‐Strain Consolidation	7
Deep learning‐accelerated multiscale approach for granular material modeling	7
A bi‐fidelity inverse analysis method for deep excavations considering three‐dimensional effects	7
Stochastic assessment of 3‐D tunnels in near‐fault ground motion using modified domain reduction method	7
Cover Image, Volume 46, Issue 12	7
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Unified elasto‐plastic analysis of rock mass supported with fully grouted bolts for deep tunnels	7
Numerical Simulation of Debris Flow Impact on Pier With Different Cross‐Sectional Shapes Based on Coupled CFD‐DEM	7
Probabilistic Analysis of Pile‐Reinforced Slopes Considering Anisotropic Spatial Soil Properties	7
Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure	7
Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method	7
Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule	7
A Framework for Estimating Matric Suction in Compacted Fine‐Grained Soils Based on a Machine Learning‐Assisted Conceptual Model	7
FEM‐based dual length‐scale simulation of hydrothermal ore‐forming systems involving convective flow in fluid‐saturated porous media	7
Study on the effect of hydro‐chemical dissolution on shear properties of rock fractures using the improved discontinuous deformation analysis	7
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Working Face Stability Analysis of a Quasi‐Rectangular Pipe‐Jacking Tunnel Considering the Carrying‐Soil Effect	7
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Prediction of the post‐failure behavior of rocks: Combining artificial intelligence and acoustic emission sensing	7
A new development of the scaled boundary finite element method for wave motion in layered half‐space	7
Mechanical Properties of Rock Ballast in Combined Tamping and Stabilizing Operations Using Numerical Dynamic Domain	7
Transient State Analysis of Rainfall Infiltration Into Layered Vegetated Soils	7
Hydraulic fracturing analysis in fluid‐saturated porous medium	7
Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture	7
Memory of Stress History in Single and Two Surface Plasticity for Granular Soils	7
Analytical Solutions for Calculating Pore‐Water Pressure and Stability of Infinite Slope With Cracks and Vegetation Under Rainfall	7
Three‐Dimensional Energy‐Driven Cellular Automata Method for Simulation of Energy Evolution in Rock Materials Under Uniaxial Compression	7
Temperature Extended‐Two‐Fluid Tracking (txTFT) Method for Grouting Simulation in High‐Temperature Flowing Water	7
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A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures	7
A Spring Model for Pullout Behavior of Curved, Flexible Structures Embedded in Soil	7
Numerical Analysis of Soil Consolidation and Time‐Dependent Skin Friction Mobilization Around Permeable Pipe Pile	7
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Semi‐Analytical Solution for One‐Dimensional Nonlinear Consolidation of Multilayered Soil Considering Self‐Weight and Boundary Time Effect	7
Modified SANISAND‐F model for simple shear path	6
Microscopic investigation of the influence of complex stress states on internal erosion and its impacts on critical hydraulic gradients	6
A framework for estimating the matric suction in unsaturated soils using multiple artificial intelligence techniques	6
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Consistent treatment of shear failure in embedded discrete fracture models using XFVM	6
Stress and Displacement Fields of Elliptical Tunnels in Fractional Order Viscoelastic Transversely Isotropic Medium	6
Rheological consolidation analysis of saturated clay ground under cyclic loading based on the fractional order Kelvin model	6
Stress analysis of elliptical tunnels in an orthogonally anisotropic elastic full‐space under non‐uniform in‐situ stress	6
Novel Consistent Tangent Operator for Runge–Kutta‐Based Explicit Stress Integration for Elasto‐Plastic Models: Application to the Modified Cam Clay Model	6
Use of Advanced Constitutive Models for the Mechanical Behavior of Soft Soils With Diatoms From Bogotá (Colombia)	6
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Variation of negative vacuum pressure in vertical drains with time and depth under variable well resistance	6
Prediction of Backward Erosion, Pipe Formation and Induced Failure Using a Multi‐Physics SPH Computational Framework	6
Effects of Grain Shape and Orientation on the Dynamic Mechanical and Damage Characteristics of Crystalline Rocks	6
Numerical Study on a Frost Heave Model Considering the Critical Separation Pressure	6
Development of a new advanced elastoplastic constitutive model that considers soil behavior at small strains. The EPHYSS model	6
Impact of soft minerals on crack propagation in crystalline rocks under uniaxial compression: A grain‐based numerical investigation	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
Some fundamental issues associated with theoretical analyses of reactive infiltration instability in fluid‐saturated porous media	6
Semi‐analytical solution for the two‐dimensional transport of organic contaminant through geomembrane with strip defects to the underlying soil liner	6
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An SPH framework for drained and undrained loading over large deformations	6
A Modified Dual Porosity Model Considering the Capillary Pressure Difference Between Matrix and Fracture	6
Analysis of dilatancy relation and shear‐band formation in granular materials based on Eshelby‐Mandel tensor	6
Multi‐porous extension of anisotropic poroelasticity: Linkage with micromechanics	6