International Journal for Numerical and Analytical Methods in Geomecha

Papers
(The median citation count of International Journal for Numerical and Analytical Methods in Geomecha is 0. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-02-01 to 2025-02-01.)
ArticleCitations
Hydraulic fracturing of weak rock during waterflooding67
Reloading in barodesy employing the asymptotic state boundary surface59
Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil52
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Slope stability analysis with a hypoplastic constitutive model: Investigating a stochastic anisotropy model and a hydro‐mechanical coupled simulation32
A SPH Model Bridging Solid‐ and Fluid‐Like Behaviour in Granular Materials32
Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure29
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Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils27
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Block preconditioning strategies for generalized continuum models with micropolar and nonlocal damage formulations25
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A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards24
Influence of foundation flexibility on the topology optimization of piled structures24
Consolidation calculation of a foundation partially penetrated by concrete‐cored gravel (CCG) columns24
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Semi‐analytical solution for a simplified 1D chemo‐hydro‐mechanical model in fluid‐saturated viscoelastic clay21
One kind of transverse isotropic strength criterion and the transformation stress space21
Dynamic analysis of an infinite beam resting on layered transversely isotropic saturated media subjected to moving harmonic loads20
A comparative investigation between the beam spring method and the modified routine method in special‐section shield tunnels: A case study for quasi‐rectangular tunnels19
Analytical models for electroosmotic consolidation of layered soil systems considering the boundary effects of horizontal electrodes19
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 interfaces19
A semi‐analytical model for coupled THM consolidation of saturated clays improved by PVTD considering thermal contraction18
Analysis of laterally loaded floating piles using a refined Tajimi model18
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation17
An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil17
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident SV wave17
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Two‐invariant modular implicit plasticity solver framework for geomechanical simulators16
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Cover Image, Volume 47, Issue 515
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Micromechanical formulation of first‐ and second‐order works in unsaturated granular media15
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Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems15
Study on the formation mechanism and preventive measure of pot cover effect for subgrade in seasonal frozen soil area under freeze–thaw cycles15
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A viscoplastic constitutive model for unsaturated soils based on nonstationary flow surface theory14
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material14
A bi‐fidelity model for hydraulic fracturing14
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Geotechnical analysis involving strain localization of overconsolidated soils based on unified hardening model with hardening variable updated by a composite scheme13
A local absorbing boundary condition for 3D seepage and heat transfer in unbounded domains13
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Coupled poro‐mechanical tangent formulation applied to sedimentary basin modeling13
Numerical simulation of unstable suction transients in unsaturated soils: the role of wetting collapse13
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation12
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Undrained expansion analyses of a cylindrical cavity in anisotropic sands incorporating the SANISAND model12
Axisymmetrical analytical solution to the transient heat transfer problem in geological media12
One‐dimensional nonlinear creep consolidation of soft soils with time‐dependent drainage boundary under construction load12
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Intelligent element: Coupling Green function approach and artificial intelligence to reduce discretization effort12
Consolidation analysis for soft soil with non‐Darcian flow considering variable discharge capacity of prefabricated vertical drain12
Modeling and coupling analysis of enhanced coalbed methane recovery by gas injection11
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Analytical model for a circular lined tunnel embedded in the layered soil under seismic waves11
Multi‐scale mechanics of polydisperse granular materials: From micro‐scale and wave propagation experiments to DEM analysis11
A multi‐fidelity residual neural network based surrogate model for mechanical behaviour of structured sand11
Energetic formulation of large‐deformation poroelasticity11
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A size‐dependent energy‐based strain burst criterion11
Transverse seismic response of end‐bearing pipe piles to S‐waves11
“Homogenization with non‐homogeneous plastic flow”11
A semi‐implicit material point method based on fractional‐step method for saturated soil10
Quantification of fault leakage dynamics based on leakage magnitude and dip angle10
Numerical simulation of fluid‐particle interaction in geomechanics using an extended CFD‐DEM approach with a super‐quadric model of non‐spherical particles10
Three‐dimensional model reconstruction and numerical simulation of the jointed rock specimen under conventional triaxial compression10
Semi‐implicit material point method for simulating infiltration‐induced failure of unsaturated soil structures10
Three‐dimensional lattice Boltzmann simulation of the permeability of soil‐rock mixtures and comparison with other prediction models10
Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model10
Robust reliability‐based design approach by inverse FORM with adaptive conjugate search algorithm10
Implementing the slice method to evaluate lateral pile capacity in cohesive soil10
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity9
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance9
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media9
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes9
A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures9
Investigation of bituminized waste products swelling behavior due to water uptake under free leaching conditions: Experiments and modeling9
Assessing Static Liquefaction Triggers in Tailings Dams Using the Critical State Constitutive Models CASM and NorSand9
Virtual multi‐dimensional internal bonds model with fracture energy conservation for three‐dimensional numerical simulation of laboratory scale fluid pressurized fracturing9
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method9
Numerical investigation on the influence of secondary flaw lengths on the mechanical characteristics and cracking behaviour of red sandstone containing orthogonal cross flaws9
Probabilistic analysis of a discrete element modelling of the runout behavior of the Jiweishan landslide9
Uncertainty propagation of soil property in dynamic site response under different site conditions9
An offline multi‐scale unsaturated poromechanics model enabled by self‐designed/self‐improved neural networks9
Parametric research on the time step and spring stiffness in three‐dimensional discontinuous deformation analysis method9
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Laboratory and discrete‐based numerical investigation on the collision problem of impactor‐block systems with soft‐porous and hard‐crystalline analog rocks8
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Reliability analysis of bolt‐supported tunnels regarded as homogenized structures8
Synthesizing realistic sand assemblies with denoising diffusion in latent space8
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism8
Simplified method for evaluating the response of existing tunnel induced by adjacent excavation8
Indirect boundary element method for modelling 2‐D poroelastic wave diffraction by cavities and cracks in half space8
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks8
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Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks8
A multifidelity neural network (MFNN) for constitutive modeling of complex soil behaviors8
A novel stability equation for the estimation of the factor of safety for homogeneous dry finite slopes8
Bounding surface rotational hardening model for overconsolidated clay accounting for evolving fabric anisotropy8
Fundamental solutions to the transversely isotropic poroelastodynamics Mandel's problem7
FEM×DEM multi‐scale model for cemented granular materials: Inter‐ and intra‐granular cracking induced strain localisation7
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder7
A multiscale LBM–TPM–PFM approach for modeling of multiphase fluid flow in fractured porous media7
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling7
Vertical frequency‐domain compliance of an elastic pipe pile embedded in a liquid‐filled and porous‐viscoelastic soil7
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations7
Geotechnical reliability‐based design optimization updating under changing design scenarios7
A phase‐field model for quasi‐dynamic nucleation, growth, and propagation of rate‐and‐state faults7
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations7
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction7
A nonlinear optimization method for calibration of large‐scale deep cement mixing in very soft clay deep excavation7
Numerical modelling of thermal jet assisted rock cutting with double PDC cutters7
An adaptive finite‐unit method for simulating frequency‐dependent responses of shallow foundations in layered soil under vertical dynamic loads7
Quantification of fabric evolution in granular material under cyclic loading7
Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing7
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials7
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology7
The Continuum Voronoi Block Model for simulation of fracture process in hard rocks7
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave7
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A new method for the analysis of foundation behavior in sand under drained high‐cycle loading6
Spectral boundary integral equation method for simulation of 2D and 3D slip ruptures at bi‐material interfaces6
Generation of 3D geotechnical particles using random angular bend algorithm6
Retrogressive failure pattern and retrogression distance in sensitive clays induced by river erosion6
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Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis6
A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method6
Cyclic Lateral Response of Large‐Diameter Monopiles in Soft Clays Using Bounding Surface‐Based Analytical p‐y Curves6
Theoretical Analysis and Field Investigation on Bearing Characteristics of the Long‐Core SDCM Pile Under Vertical Load in Multilayered Soil6
Rigid‐body‐spring network model for failure simulation of reinforced‐concrete members under various loading rates6
A precise modeling method of three‐dimensional discrete fracture network based on rectangular joint model6
Vertical vibration of piles with square cross‐section6
Uplift behavior of nodular diaphragm wall: Experiment and theory6
An investigation of fracture modes around a spherical cavity for understanding outburst propagation mechanism6
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand6
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Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models6
Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation6
Simulation of Autogenous Self‐Healing in Lime‐Based Mortars6
Discrete empirical interpolation for hyper‐reduction of hydro‐mechanical problems in groundwater flow through soil6
An implicit consideration of fluid flow in the calculation of drying shrinkage of porous materials: Case of saturated concrete in low humidity environment6
A hypoplastic model for hydrate‐bearing sand considering hydrate saturation and grain breakage6
A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings6
A hydrodynamic model for analyzing the closure stresses in the wellbore strengthening problem6
Analytical solutions for a fully coupled hydraulic‐mechanical‐chemical model with non‐zero initial concentration of contaminant6
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Assessment of Free Energy Functions for Sand6
Time‐varying characteristics of irregular rigid foundations on fractional visco‐poroelastic stratified cross‐anisotropic soils6
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression6
Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System6
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A variationally consistent hyperstatic reaction method for tunnel lining design5
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Variations of the in‐situ stress within nonhomogeneous layers of the subsurface rock induced by changes in pore fluid pressure5
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General analytical solutions for the equal‐strain consolidation of prefabricated vertical drain foundation in unsaturated soils under time‐dependent loading5
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DEM multi‐scale insights on the pre‐failure behavior of mature structured sands: Influence of bond type, amount, breakage pattern and heterogeneity5
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Elastoviscoplastic modelling with distorted isotaches and swelling for constant strain rate and incremental loading5
Three‐dimensional upper‐bound limit analysis of ultimate pullout capacity of anchor plates using variation method5
Ductile response of piles to stabilise landslide5
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Neohypoplasticity Revisited5
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On the implementation and validation of a three‐dimensional pressure‐dependent bounding surface plasticity model for soil nonlinear wave propagation and soil‐structure interaction analyses5
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A poromechanical‐damage‐based‐model for water‐driven fracture modeling of concrete gravity dams5
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures5
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Thermoporoelastic response of a semi‐permeable wellbore subjected to convective cooling and non‐hydrostatic in situ stresses5
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Lateral ultimate bearing capacity of modified suction caisson in uniform and linearly increasing strength undrained clays5
Multi‐porous extension of anisotropic poroelasticity: Consolidation and related coefficients5
Oblique and eccentric bearing capacity of embedded strip footings using the method of rigorous characteristics5
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Three‐dimensional dynamic response of transversely isotropic saturated media subjected to transient loads5
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Numerical simulation of frost heave of saturated soil considering thermo‐hydro‐mechanical coupling5
Extensions of the dynamic Newmark method for seismic stability analysis of a rock block5
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Computational implementation of bounding surface model and its verification through cavity benchmark problems5
Modeling diameter of jet grouting columns using Bayesian framework4
Microstructure‐based effective stress for unsaturated frozen soils4
Modeling Brittle Failure in Rock Slopes Using Semi‐Lagrangian Nonlocal General Particle Dynamics4
A Novel Prediction Model for Debris Flow Mean Velocity Based on Small Sample Data Taking Jiangjia Gully Watershed as an Example4
Lateral Dynamic Impedances of Pile Embedded in Saturated Soil Considering Local Debonding at the Pile–Soil Interface4
Modelling the density homogenisation of a block and granular bentonite buffer upon non‐isothermal saturation4
Preconditioners for multiphase poromechanics with strong capillarity4
Analytical solutions for consolidation of soft soil improved by air‐boosted vacuum preloading considering clogging effect4
Hydraulic fracturing analysis in fluid‐saturated porous medium4
An extended numerical manifold method for unsaturated soil‐water interaction analysis at micro‐scale4
Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method4
Characterization of Long‐Term Municipal Solid Waste Constitutive Behavior With Coupled Biodegradation and Fibrous Reinforcing Effects4
Poromechanical Solution for One‐Dimensional Large Strain Consolidation of Modified Cam‐Clay Soil4
Stress Field and Crack Pattern Interpretation by Deep Learning in a 2D Solid4
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part II: Model Validation and Applications4
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics4
Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture4
A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings4
Transient dynamics of the thermally induced deformation of sands4
Granular Thermodynamic Migration Model Suitable for High‐Alkalinity Red Mud Filtrates and Test Verification4
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Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure4
Data‐driven 1D wave propagation for site response analysis4
Numerical Strategy on the Grid Orientation Effect in the Simulation for Two‐Phase Flow in Porous Media by Using the Adaptive Artificial Viscosity Method4
Large‐strain consolidation of vacuum preloading combined with partially penetrating prefabricated vertical drains4
The u‐p approximation versus the exact dynamic equations for anisotropic fluid‐saturated solids. I. Hyperbolicity4
Phase‐Field Modeling of Fracture Under Compression and Confinement in Anisotropic Geomaterials4
Analytical solution for seismic response of deep tunnels covered by an isolation layer subjected to SH waves4
An activation mechanism for cyclic degradation of clays in bounding surface plasticity4
Computational Simulation and Experimental Analysis on Wearing Mechanisms of Gypsum and Concrete Samples in Pin‐on‐Disk ASTM Abrasion Testing4
A Spring Model for Pullout Behavior of Curved, Flexible Structures Embedded in Soil4
An Improved Park‐Paulino‐Roesler (PPR) Cohesive Model Considering Rate‐Dependent Characteristics and Frictional Behavior of Brittle Materials4
Nonsingular Indirect Boundary Element Method and Multistrategy Particle Swarm Optimization Algorithm Applied to 3D Subsurface Cavity Inversion4
Formation and growth of multiple, distinct ice lenses in frost heave4
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Data‐driven nonlocal model for fragmentation in the crushing of solids4
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Lateral Response Analysis of a Large‐Diameter Pile Under Combined Horizontal Dynamic and Axial Static Loads in Nonhomogeneous Soil4
Dynamic Torsional Response of Pile in Fractional‐Order Viscoelastic Unsaturated Transversely Isotropic Soil With Imperfect Contact4
Vertical dynamic impedance of end‐bearing pile groups embedded in homogeneous unsaturated soils3
A new development of the scaled boundary finite element method for wave motion in layered half‐space3
Implementation and validation of effective thermal conductivity model of coal‐rock mass with rough capillary pore structure under CT three‐dimensional reconstruction3
Unified elasto‐plastic analysis of rock mass supported with fully grouted bolts for deep tunnels3
Influence of different cooling treatments on the mechanical properties of granite under Brazilian splitting test by grain‐based model 3D3
Lateral dynamic response of single floating piles in saturated soil layer3
A thermal state‐dependent bounding surface model for volume change of clay3
Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete3
Investigation on the Instability Mechanism of Expansive Soil Slope With Weak Interlayer Based on Strain Softening3
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