International Journal for Numerical and Analytical Methods in Geomecha

Papers
(The TQCC of International Journal for Numerical and Analytical Methods in Geomecha is 5. 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 2020-05-01 to 2024-05-01.)
ArticleCitations
Analytical solution for distributed torsional low strain integrity test for pipe pile56
A coupled CFD‐DEM investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines content55
Strength of ensemble learning in multiclass classification of rockburst intensity53
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media43
A coupled SPFEM/DEM approach for multiscale modeling of large‐deformation geomechanical problems42
A semi‐implicit material point method based on fractional‐step method for saturated soil41
3D DEM modeling of biocemented sand with fines as cementing agents39
Lower bound analysis of modified pseudo‐dynamic lateral earth pressures for retaining wall‐backfill system with depth‐varying damping using FEM‐Second order cone programming36
Simulation of coupled multiphase flow and geomechanics in porous media with embedded discrete fractures35
Machine learning–based uncertainty modelling of mechanical properties of soft clays relating to time‐dependent behavior and its application33
Probabilistic analysis of a discrete element modelling of the runout behavior of the Jiweishan landslide29
3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis29
An anisotropic viscoplasticity model for shale based on layered microstructure homogenization29
Efficient reliability analysis of slopes integrating the random field method and a Gaussian process regression‐based surrogate model28
Three‐dimensional wave propagation in a solid pile during torsional low strain integrity test27
Formulation and implementation of an elastoplastic constitutive model for sand‐fines mixtures26
Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data25
Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks25
A diffusion model for backfill grout behind shield tunnel lining25
Three‐dimensional discrete element simulation of indirect tensile behaviour of a transversely isotropic rock25
A homogenization‐based state‐dependent model for gap‐graded granular materials with fine‐dominated structure25
Micro‐mechanical analysis of one‐dimensional compression of clay with DEM24
Three‐dimensional slope stability predictions using artificial neural networks24
A cover‐based contact detection approach for irregular convex polygons in discontinuous deformation analysis24
Analytical solutions for the consolidation of unsaturated foundation with prefabricated vertical drain23
Soil‐structure interface modeling with the nonlinear incremental approach23
Physics‐constrained hierarchical data‐driven modelling framework for complex path‐dependent behaviour of soils22
Three‐dimensional anisotropic plasticity model for sand subjected to principal stress value change and axes rotation22
A simple hypoplastic model with loading surface accounting for viscous and fabric effects of clays22
An explicit one‐dimensional consolidation solution with semi‐permeable drainage boundary for unsaturated soil22
Thermo‐hydro‐mechanical modeling of fracturing porous media with two‐phase fluid flow using X‐FEM technique21
An offline multi‐scale unsaturated poromechanics model enabled by self‐designed/self‐improved neural networks21
Propagation of Rayleigh waves in unsaturated porothermoelastic media21
Vertical dynamic impedance of end‐bearing pile groups embedded in homogeneous unsaturated soils20
Quantification of fault leakage dynamics based on leakage magnitude and dip angle20
The deformation and failure of strip footings on anisotropic cohesionless sloping grounds20
A simplified nonlinear coupled Newmark displacement model with degrading yield acceleration for seismic slope stability analysis19
Effect of gas content in macropores on hydraulic fracturing in rocks using a fully coupled DEM/CFD approach19
Finite element simulations of 3D planar hydraulic fracture propagation using a coupled hydro‐mechanical interface element18
A two‐dimensional analytical model for organic contaminant transport in cutoff wall and aquifer system18
Probabilistic analysis of three‐dimensional tunnel face stability in soft rock masses using Hoek–Brown failure criterion18
Efficient reliability‐based design of slope angles in spatially variable soils with field data17
Transverse seismic response of end‐bearing pipe piles to S‐waves17
Multi‐phase‐field microporomechanics model for simulating ice‐lens growth in frozen soil17
A phase‐field approach for compaction band formation due to grain crushing16
Three‐dimensional thermal modeling and dimensioning design in the nuclear waste repository16
Non‐coaxial hypoplastic model for sand with evolving fabric anisotropy including non‐proportional loading16
One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary16
Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model16
Numerical investigation of flow control technology for grouting and blocking of flowing water in karst conduits15
Modeling hydraulic fracture propagation in permeable media with an embedded strong discontinuity approach15
Phase‐field modeling of rock fractures with roughness15
Novel approach to apply existing constitutive soil models to the modelling of interfaces15
Influence of copula approaches on reliability analysis of slope stability using random adaptive finite element limit analysis15
Investigation of microcracking behaviors in brittle rock using polygonal grain‐based distinct method15
The influence of the void fraction on the particle migration: A coupled computational fluid dynamics–discrete element method study about drag force correlations15
A bounding surface model for saturated and unsaturated soil‐structure interfaces15
Digital spatial cracking behaviors of fine‐grained sandstone with precracks under uniaxial compression14
Analytical solutions of 1‐D chemo‐hydro‐mechanical coupled model of saturated soil considering osmotic efficiency14
A complex variable solution for a non‐circular tunnel in an elastic half‐plane14
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems13
Influence of pore‐like flaws on strength and microcracking behavior of crystalline rock13
Vertical vibration of piles with square cross‐section13
Extremely large deformation of tunnel induced by rock mass fracture using GPGPU parallel FDEM13
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations13
Thermal shock weakening of granite rock under dynamic loading: 3D numerical modeling based on embedded discontinuity finite elements12
Stick‐slip like behavior in shear fracture propagation including the effect of fluid flow12
An extended numerical manifold method for unsaturated soil‐water interaction analysis at micro‐scale12
Numerical formulation and implementation of Euler‐Bernoulli pile elements considering soil‐structure‐interaction responses12
Spherical cavity expansion in porous rock considering plasticity and damage12
A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures12
Fracture closure modes during flowback from hydraulic fractures12
Semi‐analytical solution for one‐dimensional consolidation of a two‐layered soil system with unsaturated and saturated conditions12
Nonequilibrium molecular dynamics (NEMD) modeling of nanoscale hydrodynamics of clay‐water system at elevated temperature12
Min‐max fuzzy goal programming ‐ Taguchi model for multiple additives optimization in expansive soil improvement12
Transport analysis in deformable porous media through integral transforms12
Study on the dynamic response of dip bedded rock slope using discontinuous deformation analysis (DDA) and shaking table tests11
Numerical simulation of cold and hot water injection into naturally fractured porous media using the extended–FEM and an equivalent continuum model11
Permeability stability calculation model of foam‐conditioned soil based on the permeability constant11
Analytical solution for one‐dimensional steady‐state contaminant transport through a geomembrane layer (GMBL)/compacted clay layer (CCL)/attenuation layer (AL) composite liner considering consolidatio11
Apparent wave velocity inverse analysis method and its application in dynamic pile testing11
Time scales in the primary and secondary compression of soils11
Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure11
Closed‐form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil11
Nonlinear analysis of single pile settlement based on stress bubble fictitious soil pile model11
Micromechanical‐based experimental and analytical studies on rate effects and stick‐slip instability of smooth quartz surfaces in the presence of plastic and non‐plastic gouges11
Vertical vibration of a rigid strip footing on viscoelastic half‐space10
Simplified method for evaluating the response of existing tunnel induced by adjacent excavation10
A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo‐osmosis effect10
A framework for constructing elasto‐plastic constitutive models for frozen and unfrozen soils10
Microscopic investigation of the influence of complex stress states on internal erosion and its impacts on critical hydraulic gradients10
Numerical modelling on water retention and permeability of compacted GMZ bentonite under free‐swelling conditions10
Studying the soil column formation in soft soil improved by vacuum preloading via coupled scale‐up CFD‐DEM simulations10
Diagnostic and predictive analysis of production and injection‐induced fault activation10
Preconditioners for multiphase poromechanics with strong capillarity10
A multisurface kinematic hardening model for the behavior of clays under combined static and undrained cyclic loading10
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology10
Thermo‐poroelastic responses of a pressure‐driven fracture in a carbon storage reservoir and the implications for injectivity and caprock integrity10
Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load10
Three‐dimensional quantitative analysis on granular particle shape using convolutional neural network10
Embedded discontinuity approach for coupled hydromechanical analysis of fractured porous media9
Hypoplastic model with fabric change effect and semifluidized state for post‐liquefaction cyclic behavior of sand9
Hydraulic fracturing of weak rock during waterflooding9
Anisotropic dual‐continuum representations for multiscale poroelastic materials: Development and numerical modelling9
Effects of particle size‐shape correlations on steady shear strength of granular materials: The case of particle elongation9
A three‐dimensional Hoek–Brown failure criterion based on an elliptical Lode dependence9
General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition9
Laboratory and discrete‐based numerical investigation on the collision problem of impactor‐block systems with soft‐porous and hard‐crystalline analog rocks9
FEM×DEM multi‐scale model for cemented granular materials: Inter‐ and intra‐granular cracking induced strain localisation9
Influence of coupling effect in the chemo‐hydro‐mechanical consolidation of saturated soil layer9
An adaptive high‐dimensional model representation method for reliability analysis of geotechnical engineering problems9
On the implementation and validation of a three‐dimensional pressure‐dependent bounding surface plasticity model for soil nonlinear wave propagation and soil‐structure interaction analyses9
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material9
Dynamic soil consolidation model using a nonlocal continuum poroelastic damage approach8
A meshed kinematical approach for 3D slope stability analysis8
Elastodynamic analyses of transversely isotropic unsaturated subgrade–pavement system under moving loads8
Parametric research on the time step and spring stiffness in three‐dimensional discontinuous deformation analysis method8
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship8
An Arbitrary Lagrangian Eulerian (ALE) finite difference (FD)‐SPH depth integrated model for pore pressure evolution on landslides over erodible terrains8
Approach for defective floating pile embedded in layered saturated soils and application in pile integrity test8
A semianalytical approach for solving first‐order perturbation equations of dissolution‐timescale reactive infiltration instability problems in fluid‐saturated rocks8
Unified elasto‐plastic analysis of rock mass supported with fully grouted bolts for deep tunnels8
Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule8
Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation8
Investigations on the macro‐meso mechanical properties and energy dissipation mechanism of granite shear fracture under dynamic disturbance8
Horizontal vibration of a rigid strip footing on viscoelastic half‐space8
Exact seismic response of smooth rigid retaining walls resting on stiff soil8
Formulation of a new elastoviscoplastic model for time‐dependent behavior of clay8
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity8
Constitutive anamnesis model (CAM) for fine‐grained soils8
Dynamic site response analysis in the face of uncertainty–an approach based on response surface method8
Semi‐analytical analysis of fractional derivative rheological consolidation considering the effect of self‐weight stress8
Anisotropic subloading surface Cam‐clay plasticity model with rotational hardening: Deformation gradient‐based formulation for finite strain7
Analysis of volumetric internal erosion in cohesionless soils: Model, experiments and simulations7
A micro‐macromechanical compression model of crushing in granular materials based on a probabilistic approach and energy aspects7
A constitutive model for the accumulated strain of unsaturated soil under high‐cycle traffic loading7
Numerical simulation of cyclic shear tests considering the fabric change and principal stress rotation effects7
A plane‐strain hydraulic fracture driven by a shear‐thinning Carreau fluid7
Simultaneous slope design optimisation and stability assessment using a genetic algorithm and a fully automatic image‐based analysis7
Methodology for the nonlinear coupled multi‐physics simulation of mineral dissolution7
Analytical solutions for consolidation of soft soil improved by air‐boosted vacuum preloading considering clogging effect7
Three‐dimensional lattice Boltzmann simulation of the permeability of soil‐rock mixtures and comparison with other prediction models7
Radial consolidation analysis of unsaturated soil with vertical drains under various cyclic loadings7
Multiscale plasticity of geomaterials predicted via constrained optimization‐based granular micromechanics7
Three‐dimensional ridge collapse mechanism for narrow soil slopes7
Phase‐field modeling of rate‐dependent fluid‐driven fracture initiation and propagation7
Hydraulic fracturing analysis in fluid‐saturated porous medium7
Characterization and constitutive modeling of red clay contaminated with ammonium carbonate6
Mechanism of wetting–induced deformation and failure of unsaturated soils6
Numerical upper bounds to the ultimate load bearing capacity of three‐dimensional reinforced concrete structures6
A semi‐elliptical surface compound diffusion model for synchronous grouting filling stage in specially shaped shield tunnelling6
Mathematical modelling of the mechanical response of geosynthetic‐reinforced and pile‐supported embankments6
Fluid stabilization of the u−w Biot's formulation at large strain6
Adaptive anisotropic constitutive modeling of natural clays6
Determination of the opening size of granular filters6
Calibration and validation of a new elastoviscoplastic soil model6
The influence of coupled physical swelling and chemical reactions on deformable geomaterials6
A poromechanical‐damage‐based‐model for water‐driven fracture modeling of concrete gravity dams6
Shape detection of multiple subsurface cavities by particle filtering with elastic wave propagation6
A three‐dimensional multiscale damage‐poroelasticity model for fractured porous media6
Application of a coupled hydro‐mechanical interface model in simulating uplifting problems6
Hydraulic fracture propagation barriers induced by weak interfaces in anisotropic rocks6
Numerical investigation on the effect of intergranular contact bonding strength on the mechanical properties of granite using PFC3D‐GBM6
Numerical modeling of thermo‐mechanical failure processes in granitic rock with polygonal finite elements6
A two‐mechanism soil–structure interface model for three‐dimensional cyclic loading6
Micromechanical modeling for rate‐dependent behavior of salt rock under cyclic loading6
An analytical model for 2D consolidation of unsaturated soil with semi‐permeable boundaries considering self‐weight stress and time‐dependent loading6
A multiscale LBM–TPM–PFM approach for modeling of multiphase fluid flow in fractured porous media6
The peridynamic Drucker‐Prager plastic model with fractional order derivative for the numerical simulation of tunnel excavation6
A procedure to estimate cutoff wall transport properties from monitoring wells6
Upscaling critical state considering the distribution of meso‐structures in granular materials6
Generalized solution to the anisotropic Mandel's problem6
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings6
A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches6
Comparative study of the effects of three data‐interpretation methodologies on the performance of geotechnical back analysis5
A damage model for granite subjected to quasi‐static contact loading5
Numerical simulation of particle plugging in hydraulic fracture by element partition method5
Effective velocity of reflected wave in rock mass with different wave impedances of normal incidence of stress wave5
Reloading in barodesy employing the asymptotic state boundary surface5
A robust stress update algorithm for elastoplastic models without analytical derivation of the consistent tangent operator and loading/unloading estimation5
Three‐dimensional upper‐bound limit analysis of ultimate pullout capacity of anchor plates using variation method5
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils5
Symmetric high order microplane model for damage localization and size effect in quasi‐brittle materials5
Effect of particle shape and bedding angle on suffusion in gap‐graded granular soils by coupled CFD‐DEM method5
Machine‐learning‐enabled discrete element method: Contact detection and resolution of irregular‐shaped particles5
Relationships between gradation and deformation behavior of dense granular materials: Role of high‐order gradation characteristics5
Experimental, analytical, and finite element assessment of the shear strength of concrete‐rock interfaces at different scales5
Three‐dimensional DEM simulation of the nonlinear crack closure behaviour of rocks5
Constitutive modeling of principal stress rotation associated with sand under simple shear loading5
A novel algorithm for implementing perturbations in computational simulations of chemical dissolution‐front instability problems within fluid‐saturated porous media5
Plane‐strain model for large strain consolidation induced by vacuum‐assisted prefabricated horizontal drains5
Morphology of multiple constant height hydraulic fractures versus propagation regime5
A hydro‐mechanically‐coupled XFEM model for the injection‐induced evolution of multiple fractures5
Numerical simulation of unstable suction transients in unsaturated soils: the role of wetting collapse5
SCS: A one‐dimensional piecewise‐linear large strain consolidation model for structured soils5
A coupled compressible flow and geomechanics model for dynamic fracture aperture during carbon sequestration in coal5
Indirect boundary element method for modelling 2‐D poroelastic wave diffraction by cavities and cracks in half space5
An enhancedJ‐integral for hydraulic fracture mechanics5
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