International Journal for Numerical and Analytical Methods in Geomecha

Article	Citations
Hydraulic fracturing of weak rock during waterflooding	67
Reloading in barodesy employing the asymptotic state boundary surface	59
Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil	52
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A SPH Model Bridging Solid‐ and Fluid‐Like Behaviour in Granular Materials	32
Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis	29
Cover Image, Volume 49, Issue 2	27
Theoretical Analysis and Field Investigation on Bearing Characteristics of the Long‐Core SDCM Pile Under Vertical Load in Multilayered Soil	27
Slope stability analysis with a hypoplastic constitutive model: Investigating a stochastic anisotropy model and a hydro‐mechanical coupled simulation	25
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils	25
Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models	25
Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure	25
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Block preconditioning strategies for generalized continuum models with micropolar and nonlocal damage formulations	22
Consolidation calculation of a foundation partially penetrated by concrete‐cored gravel (CCG) columns	21
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Influence of foundation flexibility on the topology optimization of piled structures	20
Cyclic Lateral Response of Large‐Diameter Monopiles in Soft Clays Using Bounding Surface‐Based Analytical p‐y Curves	19

A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards	19
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression	19
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Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method	18
Semi‐analytical solution for a simplified 1D chemo‐hydro‐mechanical model in fluid‐saturated viscoelastic clay	17
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One kind of transverse isotropic strength criterion and the transformation stress space	17
A comparative investigation between the beam spring method and the modified routine method in special‐section shield tunnels: A case study for quasi‐rectangular tunnels	16
m‐AGC tangent visco‐plastic operator with hardening/softening, and application to the visco‐plastic relaxation analysis of stable and unstable problems using fracture‐based geomechanical interfaces	16
Dynamic analysis of an infinite beam resting on layered transversely isotropic saturated media subjected to moving harmonic loads	16
A semi‐analytical model for coupled THM consolidation of saturated clays improved by PVTD considering thermal contraction	15
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation	15
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Analysis of laterally loaded floating piles using a refined Tajimi model	15
Cover Image, Volume 48, Issue 13	15
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident SV wave	15
Analytical models for electroosmotic consolidation of layered soil systems considering the boundary effects of horizontal electrodes	15
An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil	15
A multifidelity neural network (MFNN) for constitutive modeling of complex soil behaviors	15
Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems	14
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Two‐invariant modular implicit plasticity solver framework for geomechanical simulators	14
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Micromechanical formulation of first‐ and second‐order works in unsaturated granular media	13
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Study on the formation mechanism and preventive measure of pot cover effect for subgrade in seasonal frozen soil area under freeze–thaw cycles	13
Cover Image, Volume 47, Issue 5	13
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Three‐dimensional model reconstruction and numerical simulation of the jointed rock specimen under conventional triaxial compression	12
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A viscoplastic constitutive model for unsaturated soils based on nonstationary flow surface theory	12
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material	12
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A bi‐fidelity model for hydraulic fracturing	12
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Geotechnical analysis involving strain localization of overconsolidated soils based on unified hardening model with hardening variable updated by a composite scheme	11
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Undrained expansion analyses of a cylindrical cavity in anisotropic sands incorporating the SANISAND model	11
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A local absorbing boundary condition for 3D seepage and heat transfer in unbounded domains	11
Consolidation analysis for soft soil with non‐Darcian flow considering variable discharge capacity of prefabricated vertical drain	11
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Coupled poro‐mechanical tangent formulation applied to sedimentary basin modeling	11
Numerical simulation of unstable suction transients in unsaturated soils: the role of wetting collapse	11
One‐dimensional nonlinear creep consolidation of soft soils with time‐dependent drainage boundary under construction load	11

Axisymmetrical analytical solution to the transient heat transfer problem in geological media	10
Multi‐scale mechanics of polydisperse granular materials: From micro‐scale and wave propagation experiments to DEM analysis	10
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation	10
A multi‐fidelity residual neural network based surrogate model for mechanical behaviour of structured sand	10
Intelligent element: Coupling Green function approach and artificial intelligence to reduce discretization effort	10
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A size‐dependent energy‐based strain burst criterion	10
A nonlinear optimization method for calibration of large‐scale deep cement mixing in very soft clay deep excavation	9
A semi‐implicit material point method based on fractional‐step method for saturated soil	9
Analytical model for a circular lined tunnel embedded in the layered soil under seismic waves	9
“Homogenization with non‐homogeneous plastic flow”	9
Numerical modelling of thermal jet assisted rock cutting with double PDC cutters	9
Implementing the slice method to evaluate lateral pile capacity in cohesive soil	9
Transverse seismic response of end‐bearing pipe piles to S‐waves	9
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Energetic formulation of large‐deformation poroelasticity	9
Numerical simulation of fluid‐particle interaction in geomechanics using an extended CFD‐DEM approach with a super‐quadric model of non‐spherical particles	9
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave	9
Modeling and coupling analysis of enhanced coalbed methane recovery by gas injection	9
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A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method	8
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method	8
Assessing Static Liquefaction Triggers in Tailings Dams Using the Critical State Constitutive Models CASM and NorSand	8
Quantification of fault leakage dynamics based on leakage magnitude and dip angle	8
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand	8
Pore‐Based Modeling of Hydraulic Conductivity Function of Unsaturated Rooted Soils	8
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance	8
Semi‐implicit material point method for simulating infiltration‐induced failure of unsaturated soil structures	8
Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation	8
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations	8
Robust reliability‐based design approach by inverse FORM with adaptive conjugate search algorithm	8
Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model	8
A novel stability equation for the estimation of the factor of safety for homogeneous dry finite slopes	7
A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures	7
Investigation of bituminized waste products swelling behavior due to water uptake under free leaching conditions: Experiments and modeling	7
Virtual multi‐dimensional internal bonds model with fracture energy conservation for three‐dimensional numerical simulation of laboratory scale fluid pressurized fracturing	7
Numerical investigation on the influence of secondary flaw lengths on the mechanical characteristics and cracking behaviour of red sandstone containing orthogonal cross flaws	7
Laboratory and discrete‐based numerical investigation on the collision problem of impactor‐block systems with soft‐porous and hard‐crystalline analog rocks	7
Indirect boundary element method for modelling 2‐D poroelastic wave diffraction by cavities and cracks in half space	7
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	7
Uncertainty propagation of soil property in dynamic site response under different site conditions	7
Parametric research on the time step and spring stiffness in three‐dimensional discontinuous deformation analysis method	7
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism	7
Simplified method for evaluating the response of existing tunnel induced by adjacent excavation	7
Reliability analysis of bolt‐supported tunnels regarded as homogenized structures	7
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media	7
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	7
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes	7
Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks	7
Synthesizing realistic sand assemblies with denoising diffusion in latent space	6
An adaptive finite‐unit method for simulating frequency‐dependent responses of shallow foundations in layered soil under vertical dynamic loads	6
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An investigation of fracture modes around a spherical cavity for understanding outburst propagation mechanism	6
Fundamental solutions to the transversely isotropic poroelastodynamics Mandel's problem	6
Simulation of Autogenous Self‐Healing in Lime‐Based Mortars	6
Time‐varying characteristics of irregular rigid foundations on fractional visco‐poroelastic stratified cross‐anisotropic soils	6
Vertical frequency‐domain compliance of an elastic pipe pile embedded in a liquid‐filled and porous‐viscoelastic soil	6
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling	6
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations	6
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials	6
Bounding surface rotational hardening model for overconsolidated clay accounting for evolving fabric anisotropy	6
An implicit consideration of fluid flow in the calculation of drying shrinkage of porous materials: Case of saturated concrete in low humidity environment	6
A precise modeling method of three‐dimensional discrete fracture network based on rectangular joint model	6
Rigid‐body‐spring network model for failure simulation of reinforced‐concrete members under various loading rates	6
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Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System	6
The Continuum Voronoi Block Model for simulation of fracture process in hard rocks	6
FEM×DEM multi‐scale model for cemented granular materials: Inter‐ and intra‐granular cracking induced strain localisation	6
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks	6
A phase‐field model for quasi‐dynamic nucleation, growth, and propagation of rate‐and‐state faults	6
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder	6
Geotechnical reliability‐based design optimization updating under changing design scenarios	6
Retrogressive failure pattern and retrogression distance in sensitive clays induced by river erosion	6
Discrete empirical interpolation for hyper‐reduction of hydro‐mechanical problems in groundwater flow through soil	6
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Assessment of Free Energy Functions for Sand	6
Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing	6
Quantification of fabric evolution in granular material under cyclic loading	6
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction	6
A multiscale LBM–TPM–PFM approach for modeling of multiphase fluid flow in fractured porous media	6

A new method for the analysis of foundation behavior in sand under drained high‐cycle loading	5
Variations of the in‐situ stress within nonhomogeneous layers of the subsurface rock induced by changes in pore fluid pressure	5
Ductile response of piles to stabilise landslide	5
General analytical solutions for the equal‐strain consolidation of prefabricated vertical drain foundation in unsaturated soils under time‐dependent loading	5
A variationally consistent hyperstatic reaction method for tunnel lining design	5
DEM multi‐scale insights on the pre‐failure behavior of mature structured sands: Influence of bond type, amount, breakage pattern and heterogeneity	5
A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures	5
A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings	5
Analytical solution for one‐dimensional steady‐state VOCs diffusion in simplified capillary cover systems	5
Vertical vibration of piles with square cross‐section	5
3D analytical and numerical upper‐bound homogenization approaches to the in‐plane strength domain of a running‐bond masonry wall	5
Neohypoplasticity Revisited	5
Three‐dimensional dynamic response of transversely isotropic saturated media subjected to transient loads	5
Constitutive modeling of principal stress rotation associated with sand under simple shear loading	5
Oblique and eccentric bearing capacity of embedded strip footings using the method of rigorous characteristics	5
A poromechanical‐damage‐based‐model for water‐driven fracture modeling of concrete gravity dams	5
Semi‐analytical solution for double‐layered elliptical cylindrical foundation model improved by prefabricated vertical drains	5
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures	5
An analytical model for 2D consolidation of unsaturated soil with semi‐permeable boundaries considering self‐weight stress and time‐dependent loading	5
A hypoplastic model for hydrate‐bearing sand considering hydrate saturation and grain breakage	5
Drawdown‐induced consolidation of aquifer systems considering water‐table decline	5
Analytical solutions for a fully coupled hydraulic‐mechanical‐chemical model with non‐zero initial concentration of contaminant	5
General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition	5
A novel analytical approach to vertical dynamic vibration of pipe‐pile groups considering soil‐plug effect	5
A hydrodynamic model for analyzing the closure stresses in the wellbore strengthening problem	5
Inertial and turbulent flow in hydro‐mechanically coupled KGD‐like fractures	5
Extensions of the dynamic Newmark method for seismic stability analysis of a rock block	5
Numerical simulation of cyclic shear tests considering the fabric change and principal stress rotation effects	5
Lateral ultimate bearing capacity of modified suction caisson in uniform and linearly increasing strength undrained clays	5
Numerical simulation of frost heave of saturated soil considering thermo‐hydro‐mechanical coupling	5
Nonlinear finite volume discretization of geomechanical problem	5
Uplift behavior of nodular diaphragm wall: Experiment and theory	5
An optimized DEM‐SPH model for surge waves induced by riverside landslides	5
Spectral boundary integral equation method for simulation of 2D and 3D slip ruptures at bi‐material interfaces	5
A 3D grain‐based reconstruction method from a 2D surface image for the Distinct Lattice Spring Model	5
Generation of 3D geotechnical particles using random angular bend algorithm	5
Elastodynamic analyses of transversely isotropic unsaturated subgrade–pavement system under moving loads	5
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Elastoviscoplastic modelling with distorted isotaches and swelling for constant strain rate and incremental loading	4
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Lateral Dynamic Impedances of Pile Embedded in Saturated Soil Considering Local Debonding at the Pile–Soil Interface	4
Modeling Brittle Failure in Rock Slopes Using Semi‐Lagrangian Nonlocal General Particle Dynamics	4
Numerical Strategy on the Grid Orientation Effect in the Simulation for Two‐Phase Flow in Porous Media by Using the Adaptive Artificial Viscosity Method	4
A Novel Prediction Model for Debris Flow Mean Velocity Based on Small Sample Data Taking Jiangjia Gully Watershed as an Example	4
A Spring Model for Pullout Behavior of Curved, Flexible Structures Embedded in Soil	4
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Modelling the density homogenisation of a block and granular bentonite buffer upon non‐isothermal saturation	4
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Computational Simulation and Experimental Analysis on Wearing Mechanisms of Gypsum and Concrete Samples in Pin‐on‐Disk ASTM Abrasion Testing	4
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Three‐dimensional upper‐bound limit analysis of ultimate pullout capacity of anchor plates using variation method	4
Characterization of Long‐Term Municipal Solid Waste Constitutive Behavior With Coupled Biodegradation and Fibrous Reinforcing Effects	4
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics	4
Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture	4
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A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings	4
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Cover Image, Volume 47, Issue 2	4
Multi‐porous extension of anisotropic poroelasticity: Consolidation and related coefficients	4
Thermoporoelastic response of a semi‐permeable wellbore subjected to convective cooling and non‐hydrostatic in situ stresses	4
Lateral Response Analysis of a Large‐Diameter Pile Under Combined Horizontal Dynamic and Axial Static Loads in Nonhomogeneous Soil	4
Nonsingular Indirect Boundary Element Method and Multistrategy Particle Swarm Optimization Algorithm Applied to 3D Subsurface Cavity Inversion	4
Stress Field and Crack Pattern Interpretation by Deep Learning in a 2D Solid	4
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An Improved Park‐Paulino‐Roesler (PPR) Cohesive Model Considering Rate‐Dependent Characteristics and Frictional Behavior of Brittle Materials	4
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Computational implementation of bounding surface model and its verification through cavity benchmark problems	4