International Journal for Numerical and Analytical Methods in Geomecha

Article	Citations
Analytical solution for distributed torsional low strain integrity test for pipe pile	55
An AI‐based model for describing cyclic characteristics of granular materials	54
Strength of ensemble learning in multiclass classification of rockburst intensity	52
A coupled CFD‐DEM investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines content	51
A coupled SPFEM/DEM approach for multiscale modeling of large‐deformation geomechanical problems	39
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media	38
A semi‐implicit material point method based on fractional‐step method for saturated soil	36
A SPH framework for dynamic interaction between soil and rigid body system with hybrid contact method	34
3D DEM modeling of biocemented sand with fines as cementing agents	33
Simulation of coupled multiphase flow and geomechanics in porous media with embedded discrete fractures	33
Machine learning–based uncertainty modelling of mechanical properties of soft clays relating to time‐dependent behavior and its application	33
Lower bound analysis of modified pseudo‐dynamic lateral earth pressures for retaining wall‐backfill system with depth‐varying damping using FEM‐Second order cone programming	32
3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis	29
Efficient reliability analysis of slopes integrating the random field method and a Gaussian process regression‐based surrogate model	28
An anisotropic viscoplasticity model for shale based on layered microstructure homogenization	28
Probabilistic analysis of a discrete element modelling of the runout behavior of the Jiweishan landslide	27
Simulation of mixed‐mode fracture using SPH particles with an embedded fracture process zone	26
Formulation and implementation of an elastoplastic constitutive model for sand‐fines mixtures	25
A diffusion model for backfill grout behind shield tunnel lining	25
Three‐dimensional discrete element simulation of indirect tensile behaviour of a transversely isotropic rock	24
A homogenization‐based state‐dependent model for gap‐graded granular materials with fine‐dominated structure	24
Three‐dimensional wave propagation in a solid pile during torsional low strain integrity test	24
Analytical solution for longitudinal seismic response of long tunnels subjected to Rayleigh waves	24
Three‐dimensional slope stability predictions using artificial neural networks	23
A cover‐based contact detection approach for irregular convex polygons in discontinuous deformation analysis	22

Analytical solutions for the consolidation of unsaturated foundation with prefabricated vertical drain	22
Three‐dimensional anisotropic plasticity model for sand subjected to principal stress value change and axes rotation	22
Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data	22
Physics‐constrained hierarchical data‐driven modelling framework for complex path‐dependent behaviour of soils	21
A novel random discrete element analysis of rock fragmentation	21
An explicit one‐dimensional consolidation solution with semi‐permeable drainage boundary for unsaturated soil	20
Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks	20
Propagation of Rayleigh waves in unsaturated porothermoelastic media	20
A simple hypoplastic model with loading surface accounting for viscous and fabric effects of clays	19
An offline multi‐scale unsaturated poromechanics model enabled by self‐designed/self‐improved neural networks	19
A simplified nonlinear coupled Newmark displacement model with degrading yield acceleration for seismic slope stability analysis	18
An approach to calculating large strain accumulation for discrete element simulations of granular media	17
Transverse seismic response of end‐bearing pipe piles to S‐waves	17
Effect of gas content in macropores on hydraulic fracturing in rocks using a fully coupled DEM/CFD approach	17
Hypoplastic and viscohypoplastic models for soft clays with strength anisotropy	17
Thermo‐hydro‐mechanical modeling of fracturing porous media with two‐phase fluid flow using X‐FEM technique	17
A two‐dimensional analytical model for organic contaminant transport in cutoff wall and aquifer system	16
Probabilistic analysis of three‐dimensional tunnel face stability in soft rock masses using Hoek–Brown failure criterion	16
The deformation and failure of strip footings on anisotropic cohesionless sloping grounds	16
Micro‐mechanical analysis of one‐dimensional compression of clay with DEM	16
Quantification of fault leakage dynamics based on leakage magnitude and dip angle	16
Efficient reliability‐based design of slope angles in spatially variable soils with field data	16
Vertical dynamic impedance of end‐bearing pile groups embedded in homogeneous unsaturated soils	16
Multi‐phase‐field microporomechanics model for simulating ice‐lens growth in frozen soil	15
The influence of the void fraction on the particle migration: A coupled computational fluid dynamics–discrete element method study about drag force correlations	15
One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary	15
Soil‐structure interface modeling with the nonlinear incremental approach	15
Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model	15
Finite element simulations of 3D planar hydraulic fracture propagation using a coupled hydro‐mechanical interface element	15
Modeling hydraulic fracture propagation in permeable media with an embedded strong discontinuity approach	15
Three‐dimensional thermal modeling and dimensioning design in the nuclear waste repository	15
Analytical solutions of 1‐D chemo‐hydro‐mechanical coupled model of saturated soil considering osmotic efficiency	14
Investigation of microcracking behaviors in brittle rock using polygonal grain‐based distinct method	14
A bounding surface model for saturated and unsaturated soil‐structure interfaces	14
Numerical investigation of flow control technology for grouting and blocking of flowing water in karst conduits	14
A phase‐field approach for compaction band formation due to grain crushing	13
A smoothed particle hydrodynamics modelling of soil–water mixing and resulting changes in average strength	13
Influence of pore‐like flaws on strength and microcracking behavior of crystalline rock	13
Novel approach to apply existing constitutive soil models to the modelling of interfaces	13
Digital spatial cracking behaviors of fine‐grained sandstone with precracks under uniaxial compression	13
Phase‐field modeling of rock fractures with roughness	13
Influence of copula approaches on reliability analysis of slope stability using random adaptive finite element limit analysis	13
Vertical vibration of piles with square cross‐section	13
Non‐coaxial hypoplastic model for sand with evolving fabric anisotropy including non‐proportional loading	12
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations	12
Extremely large deformation of tunnel induced by rock mass fracture using GPGPU parallel FDEM	12
Spherical cavity expansion in porous rock considering plasticity and damage	12
Numerical formulation and implementation of Euler‐Bernoulli pile elements considering soil‐structure‐interaction responses	12
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems	12
Transport analysis in deformable porous media through integral transforms	11

Thermal shock weakening of granite rock under dynamic loading: 3D numerical modeling based on embedded discontinuity finite elements	11
A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures	11
Min‐max fuzzy goal programming ‐ Taguchi model for multiple additives optimization in expansive soil improvement	11
Fracture closure modes during flowback from hydraulic fractures	11
Semi‐analytical solution for one‐dimensional consolidation of a two‐layered soil system with unsaturated and saturated conditions	11
Nonlinear analysis of single pile settlement based on stress bubble fictitious soil pile model	11
Constitutive modelling of fine‐grained gassy soil: A composite approach	11
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 gouges	11
Closed‐form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil	11
A complex variable solution for a non‐circular tunnel in an elastic half‐plane	11
Permeability stability calculation model of foam‐conditioned soil based on the permeability constant	11
Stick‐slip like behavior in shear fracture propagation including the effect of fluid flow	11
The effects of intermediate principle stress on the mechanical behavior of transversely isotropic rocks: Insights from DEM simulations	11
Simplified method for evaluating the response of existing tunnel induced by adjacent excavation	10
Numerical simulation of cold and hot water injection into naturally fractured porous media using the extended–FEM and an equivalent continuum model	10
Three‐dimensional finite element simulation of fracture propagation in rock specimens with pre‐existing fissure(s) under compression and their strength analysis	10
Time scales in the primary and secondary compression of soils	10
Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load	10
Three‐dimensional quantitative analysis on granular particle shape using convolutional neural network	10
A multisurface kinematic hardening model for the behavior of clays under combined static and undrained cyclic loading	10
Analytical solution for one‐dimensional steady‐state contaminant transport through a geomembrane layer (GMBL)/compacted clay layer (CCL)/attenuation layer (AL) composite liner considering consolidatio	10
Nonequilibrium molecular dynamics (NEMD) modeling of nanoscale hydrodynamics of clay‐water system at elevated temperature	10
Numerical modelling on water retention and permeability of compacted GMZ bentonite under free‐swelling conditions	10
A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo‐osmosis effect	9
A three‐dimensional Hoek–Brown failure criterion based on an elliptical Lode dependence	9
Preconditioners for multiphase poromechanics with strong capillarity	9
Anisotropic dual‐continuum representations for multiscale poroelastic materials: Development and numerical modelling	9
Influence of coupling effect in the chemo‐hydro‐mechanical consolidation of saturated soil layer	9
Embedded discontinuity approach for coupled hydromechanical analysis of fractured porous media	9
Apparent wave velocity inverse analysis method and its application in dynamic pile testing	9
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	9
Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure	9
Study on the dynamic response of dip bedded rock slope using discontinuous deformation analysis (DDA) and shaking table tests	9
A framework for constructing elasto‐plastic constitutive models for frozen and unfrozen soils	9
An extended numerical manifold method for unsaturated soil‐water interaction analysis at micro‐scale	9
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material	9
A semianalytical approach for solving first‐order perturbation equations of dissolution‐timescale reactive infiltration instability problems in fluid‐saturated rocks	8
An adaptive high‐dimensional model representation method for reliability analysis of geotechnical engineering problems	8
General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition	8
Laboratory and discrete‐based numerical investigation on the collision problem of impactor‐block systems with soft‐porous and hard‐crystalline analog rocks	8
Frequency‐dependent dynamic behavior of a poroviscoelastic soil layer under cyclic loading	8
Semi‐analytical analysis of fractional derivative rheological consolidation considering the effect of self‐weight stress	8
Studying the soil column formation in soft soil improved by vacuum preloading via coupled scale‐up CFD‐DEM simulations	8
Unified elasto‐plastic analysis of rock mass supported with fully grouted bolts for deep tunnels	8
Formulation of a new elastoviscoplastic model for time‐dependent behavior of clay	8
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship	8
Effects of particle size‐shape correlations on steady shear strength of granular materials: The case of particle elongation	8
Diagnostic and predictive analysis of production and injection‐induced fault activation	8
On the implementation and validation of a three‐dimensional pressure‐dependent bounding surface plasticity model for soil nonlinear wave propagation and soil‐structure interaction analyses	8
Vertical vibration of a rigid strip footing on viscoelastic half‐space	8
An Arbitrary Lagrangian Eulerian (ALE) finite difference (FD)‐SPH depth integrated model for pore pressure evolution on landslides over erodible terrains	8
Dynamic site response analysis in the face of uncertainty–an approach based on response surface method	8
Constitutive anamnesis model (CAM) for fine‐grained soils	7
Investigations on the macro‐meso mechanical properties and energy dissipation mechanism of granite shear fracture under dynamic disturbance	7
A micro‐macromechanical compression model of crushing in granular materials based on a probabilistic approach and energy aspects	7
Microscopic investigation of the influence of complex stress states on internal erosion and its impacts on critical hydraulic gradients	7
A meshed kinematical approach for 3D slope stability analysis	7
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	7
Three‐dimensional lattice Boltzmann simulation of the permeability of soil‐rock mixtures and comparison with other prediction models	7
Thermo‐poroelastic responses of a pressure‐driven fracture in a carbon storage reservoir and the implications for injectivity and caprock integrity	7
A plane‐strain hydraulic fracture driven by a shear‐thinning Carreau fluid	7
Approach for defective floating pile embedded in layered saturated soils and application in pile integrity test	7
Methodology for the nonlinear coupled multi‐physics simulation of mineral dissolution	7
A constitutive model for the accumulated strain of unsaturated soil under high‐cycle traffic loading	7
Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule	7
FEM×DEM multi‐scale model for cemented granular materials: Inter‐ and intra‐granular cracking induced strain localisation	7
Parametric research on the time step and spring stiffness in three‐dimensional discontinuous deformation analysis method	7
Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation	7
Anisotropic subloading surface Cam‐clay plasticity model with rotational hardening: Deformation gradient‐based formulation for finite strain	7
Analysis of volumetric internal erosion in cohesionless soils: Model, experiments and simulations	7
Dynamic soil consolidation model using a nonlocal continuum poroelastic damage approach	7
Numerical simulation of cyclic shear tests considering the fabric change and principal stress rotation effects	7
Hydraulic fracturing analysis in fluid‐saturated porous medium	7
Hydraulic fracturing of weak rock during waterflooding	7
A poromechanical‐damage‐based‐model for water‐driven fracture modeling of concrete gravity dams	6
Shape detection of multiple subsurface cavities by particle filtering with elastic wave propagation	6
A procedure to estimate cutoff wall transport properties from monitoring wells	6
Hydraulic fracture propagation barriers induced by weak interfaces in anisotropic rocks	6
Multiscale plasticity of geomaterials predicted via constrained optimization‐based granular micromechanics	6
Simultaneous slope design optimisation and stability assessment using a genetic algorithm and a fully automatic image‐based analysis	6

Determination of the opening size of granular filters	6
Calibration and validation of a new elastoviscoplastic soil model	6
Micromechanical modeling for rate‐dependent behavior of salt rock under cyclic loading	6
Numerical upper bounds to the ultimate load bearing capacity of three‐dimensional reinforced concrete structures	6
The peridynamic Drucker‐Prager plastic model with fractional order derivative for the numerical simulation of tunnel excavation	6
Radial consolidation analysis of unsaturated soil with vertical drains under various cyclic loadings	6
Upscaling critical state considering the distribution of meso‐structures in granular materials	6
Generalized solution to the anisotropic Mandel's problem	6
Three‐dimensional ridge collapse mechanism for narrow soil slopes	6
A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches	6
Hypoplastic model with fabric change effect and semifluidized state for post‐liquefaction cyclic behavior of sand	6
The influence of coupled physical swelling and chemical reactions on deformable geomaterials	6
A solution to estimate the total and effective stresses in backfilled stopes with an impervious base during the filling operation of cohesionless backfill	6
A semi‐elliptical surface compound diffusion model for synchronous grouting filling stage in specially shaped shield tunnelling	6
Fluid stabilization of the u−w Biot's formulation at large strain	6
Horizontal vibration of a rigid strip footing on viscoelastic half‐space	6
Numerical investigation on the effect of intergranular contact bonding strength on the mechanical properties of granite using PFC3D‐GBM	6
Adaptive anisotropic constitutive modeling of natural clays	6
Phase‐field modeling of rate‐dependent fluid‐driven fracture initiation and propagation	6
A two‐mechanism soil–structure interface model for three‐dimensional cyclic loading	6
Elastodynamic analyses of transversely isotropic unsaturated subgrade–pavement system under moving loads	5
Characterization and constitutive modeling of red clay contaminated with ammonium carbonate	5
A multiscale LBM–TPM–PFM approach for modeling of multiphase fluid flow in fractured porous media	5
Comparative study of the effects of three data‐interpretation methodologies on the performance of geotechnical back analysis	5
An enhancedJ‐integral for hydraulic fracture mechanics	5
Numerical simulation of particle plugging in hydraulic fracture by element partition method	5
Morphology of multiple constant height hydraulic fractures versus propagation regime	5
A hydro‐mechanically‐coupled XFEM model for the injection‐induced evolution of multiple fractures	5
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings	5
Three‐dimensional DEM simulation of the nonlinear crack closure behaviour of rocks	5
Mechanism of wetting–induced deformation and failure of unsaturated soils	5
Reloading in barodesy employing the asymptotic state boundary surface	5
Mathematical modelling of the mechanical response of geosynthetic‐reinforced and pile‐supported embankments	5
A three‐dimensional multiscale damage‐poroelasticity model for fractured porous media	5
Symmetric high order microplane model for damage localization and size effect in quasi‐brittle materials	5
Effect of particle shape and bedding angle on suffusion in gap‐graded granular soils by coupled CFD‐DEM method	5
Relationships between gradation and deformation behavior of dense granular materials: Role of high‐order gradation characteristics	5
A coupled compressible flow and geomechanics model for dynamic fracture aperture during carbon sequestration in coal	5
Exact seismic response of smooth rigid retaining walls resting on stiff soil	5
Analytical solutions for consolidation of soft soil improved by air‐boosted vacuum preloading considering clogging effect	5
An analytical model for 2D consolidation of unsaturated soil with semi‐permeable boundaries considering self‐weight stress and time‐dependent loading	5
Application of a coupled hydro‐mechanical interface model in simulating uplifting problems	5
A novel algorithm for implementing perturbations in computational simulations of chemical dissolution‐front instability problems within fluid‐saturated porous media	5
A damage model for granite subjected to quasi‐static contact loading	5
Machine‐learning‐enabled discrete element method: Contact detection and resolution of irregular‐shaped particles	5
Effective velocity of reflected wave in rock mass with different wave impedances of normal incidence of stress wave	5
Numerical modeling of thermo‐mechanical failure processes in granitic rock with polygonal finite elements	5
SCS: A one‐dimensional piecewise‐linear large strain consolidation model for structured soils	5