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	37
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method	37
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression	34
Parameterized Local Reduced Order Model of Stimulated Volume Evolution in Reservoirs	34
Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method	34
Numerical Model for Granular Flow With Interstitial Fluid	33
“Homogenization with non‐homogeneous plastic flow”	32
Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil	30
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material	30
Influence of foundation flexibility on the topology optimization of piled structures	27
Energetic formulation of large‐deformation poroelasticity	27
One kind of transverse isotropic strength criterion and the transformation stress space	25
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction	25
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators	25
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes	24
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder	23
A Three‐Dimensional Solution for the Semi‐Coupled Thermo‐Mechanical and Thermo‐Hydro‐Mechanical Behaviors of Soils With Groundwater	23
Reloading in barodesy employing the asymptotic state boundary surface	23
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation	23
Revisiting Undrained Cavity Expansion in Mohr–Coulomb Soils: Consideration of Limited Dilation	22

A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method	22
How Does the Largest Cluster in the Strong Network Rule Granular Soil Mechanics? A DEM Study	21
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Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	21
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Thermoporoelastic response of a semi‐permeable wellbore subjected to convective cooling and non‐hydrostatic in situ stresses	18
A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings	18
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures	18
Neohypoplasticity Revisited	18
Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete	18
Vertical dynamic response of pipe pile embedded in unsaturated soil based on fractional‐order standard linear solid model and Rayleigh‐Love rod model	17
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics	17
Meshless method for wave propagation in poroelastic transversely isotropic half‐space with the use of perfectly matched layer	17
Experimental study of compaction localization in carbonate rock and constitutive modeling of mechanical anisotropy	17
Data‐driven nonlocal model for fragmentation in the crushing of solids	17
Cover Image, Volume 48, Issue 4	17
Microstructure‐based effective stress for unsaturated frozen soils	17
A hydrodynamic model for analyzing the closure stresses in the wellbore strengthening problem	17
Semi‐analytical Solution of a Shallow Buried Lined Tunnel Under Full‐Slip Contact Condition	17
Multiscale and Multifield Investigation on Soil Leakage at the Diaphragm Wall Opening During Excavation	16
Dynamic Torsional Response of Pile in Fractional‐Order Viscoelastic Unsaturated Transversely Isotropic Soil With Imperfect Contact	16
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A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings	16
Three‐dimensional thermal modeling and dimensioning design in the nuclear waste repository	16
Copula‐based importance sampling method for efficient slope reliability analysis	16
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings	16
Meta‐modeling of fractional constitutive relationships for rocks based on physics‐induced machine learning	16
A Novel Prediction Model for Debris Flow Mean Velocity Based on Small Sample Data Taking Jiangjia Gully Watershed as an Example	16
Modeling diameter of jet grouting columns using Bayesian framework	16
A FEM‐DEM Coupling Analysis on Bearing Capacity of Sandy Soil Foundation Considering Fabric Anisotropy	15
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An improved method of active earth pressure on rigid retaining wall under movement modes considering arching effects	15
Microscopic Thermo‐Mechanical Properties and Phase Transition of Bulk Ice‐Ih	15
Effects of particle overall regularity and surface roughness on fabric evolution of granular materials: DEM simulations	15
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems	15
Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model	15
A computational dual‐porosity approach for the coupled hydro‐mechanical analysis of fractured porous media	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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Collapse characteristics of binary granular columns considering inhomogeneous particle size distributions	14
Bearing capacity factors of cone‐shaped footing in meshfree	14
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Rock fracture propagation in a damage zone by a constitutive model coupling volume and cohesive elements	14
The Limitations of a Standard Phase‐Field Model in Reproducing Jointing in Sedimentary Rock Layers	14
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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
A two‐stage combined filtration‐consolidation model for slurry ground treated by vacuum preloading	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 sparse domain decomposition method for parallel computing of a four‐dimensional lattice spring model	13
A micromechanics‐based approach to damage propagation criterion in viscoelastic fractured materials regarded as homogenized media	13
Coupled Modeling of Hydromechanical Behavior of Saturated Concrete Under High Stresses and Dynamic Loading: Influence of Pore Pressure	13
Methodology for the nonlinear coupled multi‐physics simulation of mineral dissolution	13
Effective velocity of reflected wave in rock mass with different wave impedances of normal incidence of stress wave	13
Localized Deformation Analysis of a 3D Micropolar Modified Cam‐Clay Model	12
Cover Image, Volume 48, Issue 2	12
Probabilistic assessment of existing shield tunnel longitudinal responses to tunnelling	12
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Analytical solution for distributed torsional low strain integrity test for pipe pile	12
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Lateral kinematic response of offshore pipe piles to S‐wave seismic excitation	12
Importance Sampling‐Enhanced Reliability Analysis of Double‐Row Piled Earth Slopes Accounting for Soil Spatial Variability	12
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Face stability assessment of a longitudinally inclined tunnel considering pore water pressure	12
Micro‐Mechanical Analysis for Residual Stresses and Shakedown of Cohesionless‐Frictional Particulate Materials Under Moving Surface Loads	12
Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary	12
Circumventing volumetric locking in stabilized smoothed particle finite element method and its application to dynamic large deformation problems	11
Analytical solutions of 1‐D chemo‐hydro‐mechanical coupled model of saturated soil considering osmotic efficiency	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
3D analytical modeling of moving‐loading induced pile‐group behavior in stratified cross‐anisotropic poroelastic water‐saturated soils based on two stage theory	11
3D Semi‐Analytical and Numerical Upper‐Bound Homogenisation Approaches to the Out‐of‐Plane Strength Domain of a Running‐Bond Masonry Wall	10
Mapped material point method for large deformation problems with sharp gradients and its application to soil‐structure interactions	10
Multi‐objective optimization of mechanically stabilized earth retaining wall using evolutionary algorithms	10
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Extremely large deformation of tunnel induced by rock mass fracture using GPGPU parallel FDEM	10
Cover Image, Volume 48, Issue 5	10
A Decomposition–Consolidation Model for the Production Behavior of Gas Hydrate‐Bearing Sediments	10
Theoretical Study on Consolidation of Slurry Treated by PHDs‐VP Considering Clogging Effect and Vacuum Preloading Process	10
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An analytical model for ground support by bolting	10
Optimization and variational principles for the shear strength reduction method	10
Efficient reliability‐based design of slope angles in spatially variable soils with field data	10
The consolidation behavior of layered fractional viscoelastic soils considering groundwater	10
Analytical solution for one‐dimensional thaw consolidation model with double moving boundaries	10
Investigation of microcracking behaviors in brittle rock using polygonal grain‐based distinct method	10
SORM‐Enhanced Inverse Reliability Analysis for Geotechnical Multiobjective Reliability‐Based Design Optimization	10
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Elastoplastic augmented virtual internal bond modeling for rock: A fracture‐plasticity combined constitutive model	10
Analytical solution for consolidation of unsaturated composite foundation improved by permeable and impermeable columns considering depth‐dependent initial stress	9
Upgrading SANISAND model to address continuous stress principal axis rotation: A conservative approach	9
Multi‐phase‐field microporomechanics model for simulating ice‐lens growth in frozen soil	9
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The peridynamic Drucker‐Prager plastic model with fractional order derivative for the numerical simulation of tunnel excavation	9
Phase‐field modeling of rock fractures with roughness	9
Large‐strain analysis for cylindrical cavity contraction in strain‐softening geomaterials	9
Numerical study on seepage properties of rock mass with non‐penetrating fracture using discrete element method	9
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A multiobjective optimization framework for site investigation program based on Bayesian approach and NSGA‐II	9
A novel hydro‐mechanical coupled multiphysics model for slurry penetration in sand with application to face stability analysis of shield tunnel	9
Seismic passive earth pressure resistance for caisson in layered soil using modified pseudo‐dynamic approach	9
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship	9
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Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems	9
The Continuum Voronoi Block Model for simulation of fracture process in hard rocks	8
A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards	8
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils	8
A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures	8
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation	8
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	8
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks	8
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance	8
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Quantification of fabric evolution in granular material under cyclic loading	8
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling	8
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials	8
Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis	8
Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System	8
Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models	8
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave	7
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations	7
Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model	7
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part II: Model Validation and Applications	7

Regularized SPH model for soil–structure interaction with generalized frictional boundary	7
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An optimized DEM‐SPH model for surge waves induced by riverside landslides	7
Hydraulic fracturing analysis in fluid‐saturated porous medium	7
Time‐varying characteristics of irregular rigid foundations on fractional visco‐poroelastic stratified cross‐anisotropic soils	7
Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method	7
Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength	7
Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing	7
An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil	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
Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation	7
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Unified elasto‐plastic analysis of rock mass supported with fully grouted bolts for deep tunnels	7
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand	7
Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure	7
Ductile response of piles to stabilise landslide	7
A new development of the scaled boundary finite element method for wave motion in layered half‐space	7
Deep learning‐accelerated multiscale approach for granular material modeling	7
Fundamental solutions to the transversely isotropic poroelastodynamics Mandel's problem	7
A Spring Model for Pullout Behavior of Curved, Flexible Structures Embedded in Soil	7
Improved Fictitious Soil Pile Model for Simulating the Base Soil Under the High‐Strain Condition	7
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Numerical Simulation of Debris Flow Impact on Pier With Different Cross‐Sectional Shapes Based on Coupled CFD‐DEM	7
The u‐p approximation versus the exact dynamic equations for anisotropic fluid‐saturated solids. I. Hyperbolicity	7
Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule	7
Novel Simplified Practical Method for One‐Dimensional Large‐Strain Consolidation	7
Three‐dimensional dynamic response of transversely isotropic saturated media subjected to transient loads	7
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism	7
FEM‐based dual length‐scale simulation of hydrothermal ore‐forming systems involving convective flow in fluid‐saturated porous media	6
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A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures	6
Mechanical Properties of Rock Ballast in Combined Tamping and Stabilizing Operations Using Numerical Dynamic Domain	6
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Prediction of Backward Erosion, Pipe Formation and Induced Failure Using a Multi‐Physics SPH Computational Framework	6
An SPH framework for drained and undrained loading over large deformations	6
Stochastic assessment of 3‐D tunnels in near‐fault ground motion using modified domain reduction method	6
Modeling suffusion of ideally gap‐graded soil	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
Simulation of buried cylindrical/spherical explosions in a soil medium using the semi‐analytical solution of a cavity expansion problem	6
Cover Image, Volume 46, Issue 12	6
Semi‐Analytical Solution for One‐Dimensional Nonlinear Consolidation of Multilayered Soil Considering Self‐Weight and Boundary Time Effect	6
Working Face Stability Analysis of a Quasi‐Rectangular Pipe‐Jacking Tunnel Considering the Carrying‐Soil Effect	6
Prediction of the post‐failure behavior of rocks: Combining artificial intelligence and acoustic emission sensing	6
A Framework for Estimating Matric Suction in Compacted Fine‐Grained Soils Based on a Machine Learning‐Assisted Conceptual Model	6
A bi‐fidelity inverse analysis method for deep excavations considering three‐dimensional effects	6
Multi‐porous extension of anisotropic poroelasticity: Linkage with micromechanics	6
Analysis of dilatancy relation and shear‐band formation in granular materials based on Eshelby‐Mandel tensor	6
Impact of soft minerals on crack propagation in crystalline rocks under uniaxial compression: A grain‐based numerical investigation	6
Temperature Extended‐Two‐Fluid Tracking (txTFT) Method for Grouting Simulation in High‐Temperature Flowing Water	6
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Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture	6
2.5D Numerical Formulation for Analysing Long‐Term Settlement of Tunnel‐Soil System Induced by Cyclic Train Loading in Soft Soil Area	6
Study on the effect of hydro‐chemical dissolution on shear properties of rock fractures using the improved discontinuous deformation analysis	6
Consistent treatment of shear failure in embedded discrete fracture models using XFVM	6
Rheological consolidation analysis of saturated clay ground under cyclic loading based on the fractional order Kelvin model	6
Modified SANISAND‐F model for simple shear path	6
An improved discretization‐based kinematic approach for stability analyses of nonuniform c‐φ soil slopes	5
A Semi‐Analytical Method for Simulating Near‐Field Antiplane Wave Propagation in Layered Fluid‐Saturated Porous Media	5
A framework for estimating the matric suction in unsaturated soils using multiple artificial intelligence techniques	5
Identification of geotechnical units in soil exploration through principal component analysis and clustering	5
A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo‐osmosis effect	5
Optimization‐based pore network modeling approach for determination of hydraulic conductivity function of granular soils	5
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Development of a new advanced elastoplastic constitutive model that considers soil behavior at small strains. The EPHYSS model	5
Some fundamental issues associated with theoretical analyses of reactive infiltration instability in fluid‐saturated porous media	5
Stability of unsaturated soil slope considering stratigraphic uncertainty and rotated anisotropy of soil properties	5
Analytical solution for heat exchange in energy pile ground considering smear effects	5
Simplified method for evaluating tunnel response induced by a new tunnel excavation underneath	5
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Numerical simulation of hydraulic fracturing: A hybrid FEM‐based algorithm	5
A semi‐analytical solution for displacement‐controlled elliptical cavity expansion in undrained MCC soil	5
Variation of negative vacuum pressure in vertical drains with time and depth under variable well resistance	5
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Microscopic investigation of the influence of complex stress states on internal erosion and its impacts on critical hydraulic gradients	5
Use of Advanced Constitutive Models for the Mechanical Behavior of Soft Soils With Diatoms From Bogotá (Colombia)	5
Semi‐Analytical Study of Pile–Soil Interaction on a Permeable Pipe Pile Subjected to Rheological Consolidation of Clayey Soils	5
1D elastic viscoplastic consolidation analysis of bi‐layered soft ground under time‐dependent drainage boundary and ramp load	5
Strain localization criteria for viscoplastic geomaterials	5
Analytical solutions for chemical dissolution‐front instability problems involving radially divergent flow within fluid‐saturated porous media	5
The role of material fabric in confined concrete	5
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Dynamic soil consolidation model using a nonlocal continuum poroelastic damage approach	5
Simplified method for estimating the impact of the underlying tunnel excavation on existing tunnel	5
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Stress analysis of elliptical tunnels in an orthogonally anisotropic elastic full‐space under non‐uniform in‐situ stress	5
A constitutive model for structured soils under saturated and unsaturated conditions	5
Semi‐analytical solution for the two‐dimensional transport of organic contaminant through geomembrane with strip defects to the underlying soil liner	5
Constitutive modelling of unsaturated gold tailings subjected to drying and wetting cycles	5
Analytical Solution for Longitudinal Seismic Responses of Circular Tunnel Crossing Fault Zone	5
Robust reliability‐based design approach by inverse FORM with adaptive conjugate search algorithm	4
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