International Journal for Numerical and Analytical Methods in Geomecha

Article	Citations
Analytical solution for distributed torsional low strain integrity test for pipe pile	56
Strength of ensemble learning in multiclass classification of rockburst intensity	53
A coupled CFD‐DEM investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines content	53
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media	42
A coupled SPFEM/DEM approach for multiscale modeling of large‐deformation geomechanical problems	40
A semi‐implicit material point method based on fractional‐step method for saturated soil	38
3D DEM modeling of biocemented sand with fines as cementing agents	37
Simulation of coupled multiphase flow and geomechanics in porous media with embedded discrete fractures	34
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
An anisotropic viscoplasticity model for shale based on layered microstructure homogenization	29
Probabilistic analysis of a discrete element modelling of the runout behavior of the Jiweishan landslide	28
Efficient reliability analysis of slopes integrating the random field method and a Gaussian process regression‐based surrogate model	28
Three‐dimensional wave propagation in a solid pile during torsional low strain integrity test	26
Formulation and implementation of an elastoplastic constitutive model for sand‐fines mixtures	26
A homogenization‐based state‐dependent model for gap‐graded granular materials with fine‐dominated structure	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
Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data	24
A cover‐based contact detection approach for irregular convex polygons in discontinuous deformation analysis	24
Three‐dimensional slope stability predictions using artificial neural networks	23
Physics‐constrained hierarchical data‐driven modelling framework for complex path‐dependent behaviour of soils	22
Three‐dimensional anisotropic plasticity model for sand subjected to principal stress value change and axes rotation	22
Analytical solutions for the consolidation of unsaturated foundation with prefabricated vertical drain	22

Micro‐mechanical analysis of one‐dimensional compression of clay with DEM	21
Propagation of Rayleigh waves in unsaturated porothermoelastic media	21
An explicit one‐dimensional consolidation solution with semi‐permeable drainage boundary for unsaturated soil	21
A simple hypoplastic model with loading surface accounting for viscous and fabric effects of clays	21
Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks	20
An offline multi‐scale unsaturated poromechanics model enabled by self‐designed/self‐improved neural networks	19
Thermo‐hydro‐mechanical modeling of fracturing porous media with two‐phase fluid flow using X‐FEM technique	19
A simplified nonlinear coupled Newmark displacement model with degrading yield acceleration for seismic slope stability analysis	18
Probabilistic analysis of three‐dimensional tunnel face stability in soft rock masses using Hoek–Brown failure criterion	18
Finite element simulations of 3D planar hydraulic fracture propagation using a coupled hydro‐mechanical interface element	18
A two‐dimensional analytical model for organic contaminant transport in cutoff wall and aquifer system	18
The deformation and failure of strip footings on anisotropic cohesionless sloping grounds	18
Effect of gas content in macropores on hydraulic fracturing in rocks using a fully coupled DEM/CFD approach	18
Quantification of fault leakage dynamics based on leakage magnitude and dip angle	17
Efficient reliability‐based design of slope angles in spatially variable soils with field data	17
Vertical dynamic impedance of end‐bearing pile groups embedded in homogeneous unsaturated soils	17
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
Soil‐structure interface modeling with the nonlinear incremental approach	17
Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model	16
One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary	16
Investigation of microcracking behaviors in brittle rock using polygonal grain‐based distinct method	15
Modeling hydraulic fracture propagation in permeable media with an embedded strong discontinuity approach	15
A bounding surface model for saturated and unsaturated soil‐structure interfaces	15
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
Numerical investigation of flow control technology for grouting and blocking of flowing water in karst conduits	15
Three‐dimensional thermal modeling and dimensioning design in the nuclear waste repository	15
A phase‐field approach for compaction band formation due to grain crushing	14
Analytical solutions of 1‐D chemo‐hydro‐mechanical coupled model of saturated soil considering osmotic efficiency	14
Phase‐field modeling of rock fractures with roughness	14
Non‐coaxial hypoplastic model for sand with evolving fabric anisotropy including non‐proportional loading	14
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
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations	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
Semi‐analytical solution for one‐dimensional consolidation of a two‐layered soil system with unsaturated and saturated conditions	12
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems	12
An extended numerical manifold method for unsaturated soil‐water interaction analysis at micro‐scale	12
Numerical formulation and implementation of Euler‐Bernoulli pile elements considering soil‐structure‐interaction responses	12
A complex variable solution for a non‐circular tunnel in an elastic half‐plane	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
Closed‐form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil	11
Thermal shock weakening of granite rock under dynamic loading: 3D numerical modeling based on embedded discontinuity finite elements	11
Min‐max fuzzy goal programming ‐ Taguchi model for multiple additives optimization in expansive soil improvement	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

Transport analysis in deformable porous media through integral transforms	11
Nonlinear analysis of single pile settlement based on stress bubble fictitious soil pile model	11
Stick‐slip like behavior in shear fracture propagation including the effect of fluid flow	11
Fracture closure modes during flowback from hydraulic fractures	11
Numerical simulation of cold and hot water injection into naturally fractured porous media using the extended–FEM and an equivalent continuum model	11
Permeability stability calculation model of foam‐conditioned soil based on the permeability constant	11
A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures	11
Three‐dimensional quantitative analysis on granular particle shape using convolutional neural network	10
Time scales in the primary and secondary compression of soils	10
A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo‐osmosis effect	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
Simplified method for evaluating the response of existing tunnel induced by adjacent excavation	10
Apparent wave velocity inverse analysis method and its application in dynamic pile testing	10
A multisurface kinematic hardening model for the behavior of clays under combined static and undrained cyclic loading	10
Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure	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
Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load	10
Embedded discontinuity approach for coupled hydromechanical analysis of fractured porous media	9
Diagnostic and predictive analysis of production and injection‐induced fault activation	9
Preconditioners for multiphase poromechanics with strong capillarity	9
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material	9
Effects of particle size‐shape correlations on steady shear strength of granular materials: The case of particle elongation	9
Influence of coupling effect in the chemo‐hydro‐mechanical consolidation of saturated soil layer	9
A framework for constructing elasto‐plastic constitutive models for frozen and unfrozen soils	9
Vertical vibration of a rigid strip footing on viscoelastic half‐space	9
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	9
Study on the dynamic response of dip bedded rock slope using discontinuous deformation analysis (DDA) and shaking table tests	9
Studying the soil column formation in soft soil improved by vacuum preloading via coupled scale‐up CFD‐DEM simulations	9
A three‐dimensional Hoek–Brown failure criterion based on an elliptical Lode dependence	9
Anisotropic dual‐continuum representations for multiscale poroelastic materials: Development and numerical modelling	9
Semi‐analytical analysis of fractional derivative rheological consolidation considering the effect of self‐weight stress	8
Dynamic soil consolidation model using a nonlocal continuum poroelastic damage approach	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
Laboratory and discrete‐based numerical investigation on the collision problem of impactor‐block systems with soft‐porous and hard‐crystalline analog rocks	8
FEM×DEM multi‐scale model for cemented granular materials: Inter‐ and intra‐granular cracking induced strain localisation	8
Thermo‐poroelastic responses of a pressure‐driven fracture in a carbon storage reservoir and the implications for injectivity and caprock integrity	8
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship	8
Approach for defective floating pile embedded in layered saturated soils and application in pile integrity test	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
Hydraulic fracturing of weak rock during waterflooding	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
A semianalytical approach for solving first‐order perturbation equations of dissolution‐timescale reactive infiltration instability problems in fluid‐saturated rocks	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
Parametric research on the time step and spring stiffness in three‐dimensional discontinuous deformation analysis method	8
Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation	8
Investigations on the macro‐meso mechanical properties and energy dissipation mechanism of granite shear fracture under dynamic disturbance	7
Anisotropic subloading surface Cam‐clay plasticity model with rotational hardening: Deformation gradient‐based formulation for finite strain	7
A micro‐macromechanical compression model of crushing in granular materials based on a probabilistic approach and energy aspects	7
Hypoplastic model with fabric change effect and semifluidized state for post‐liquefaction cyclic behavior of sand	7
Elastodynamic analyses of transversely isotropic unsaturated subgrade–pavement system under moving loads	7
Numerical simulation of cyclic shear tests considering the fabric change and principal stress rotation effects	7
A plane‐strain hydraulic fracture driven by a shear‐thinning Carreau fluid	7
Analysis of volumetric internal erosion in cohesionless soils: Model, experiments and simulations	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
A meshed kinematical approach for 3D slope stability analysis	7
Three‐dimensional lattice Boltzmann simulation of the permeability of soil‐rock mixtures and comparison with other prediction models	7
Constitutive anamnesis model (CAM) for fine‐grained soils	7
Horizontal vibration of a rigid strip footing on viscoelastic half‐space	7
Microscopic investigation of the influence of complex stress states on internal erosion and its impacts on critical hydraulic gradients	7
Hydraulic fracturing analysis in fluid‐saturated porous medium	7
Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule	7
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	7
Determination of the opening size of granular filters	6
Analytical solutions for consolidation of soft soil improved by air‐boosted vacuum preloading considering clogging effect	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
Fluid stabilization of the u−w Biot's formulation at large strain	6
Generalized solution to the anisotropic Mandel's problem	6
Adaptive anisotropic constitutive modeling of natural clays	6
Phase‐field modeling of rate‐dependent fluid‐driven fracture initiation and propagation	6
Calibration and validation of a new elastoviscoplastic soil model	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

Upscaling critical state considering the distribution of meso‐structures in granular materials	6
Numerical investigation on the effect of intergranular contact bonding strength on the mechanical properties of granite using PFC3D‐GBM	6
Simultaneous slope design optimisation and stability assessment using a genetic algorithm and a fully automatic image‐based analysis	6
Numerical modeling of thermo‐mechanical failure processes in granitic rock with polygonal finite elements	6
Micromechanical modeling for rate‐dependent behavior of salt rock under cyclic loading	6
A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches	6
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
Three‐dimensional ridge collapse mechanism for narrow soil slopes	6
A two‐mechanism soil–structure interface model for three‐dimensional cyclic loading	6
A three‐dimensional multiscale damage‐poroelasticity model for fractured porous media	5
Numerical simulation of particle plugging in hydraulic fracture by element partition method	5
Effect of particle shape and bedding angle on suffusion in gap‐graded granular soils by coupled CFD‐DEM method	5
An analytical model for 2D consolidation of unsaturated soil with semi‐permeable boundaries considering self‐weight stress and time‐dependent loading	5
Relationships between gradation and deformation behavior of dense granular materials: Role of high‐order gradation characteristics	5
A multiscale LBM–TPM–PFM approach for modeling of multiphase fluid flow in fractured porous media	5
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings	5
SCS: A one‐dimensional piecewise‐linear large strain consolidation model for structured soils	5
An enhancedJ‐integral for hydraulic fracture mechanics	5
A novel algorithm for implementing perturbations in computational simulations of chemical dissolution‐front instability problems within fluid‐saturated porous media	5
Plane‐strain model for large strain consolidation induced by vacuum‐assisted prefabricated horizontal drains	5
Three‐dimensional upper‐bound limit analysis of ultimate pullout capacity of anchor plates using variation method	5
Machine‐learning‐enabled discrete element method: Contact detection and resolution of irregular‐shaped particles	5
Characterization and constitutive modeling of red clay contaminated with ammonium carbonate	5
Effective velocity of reflected wave in rock mass with different wave impedances of normal incidence of stress wave	5
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils	5
A coupled compressible flow and geomechanics model for dynamic fracture aperture during carbon sequestration in coal	5
Three‐dimensional DEM simulation of the nonlinear crack closure behaviour of rocks	5
Mathematical modelling of the mechanical response of geosynthetic‐reinforced and pile‐supported embankments	5
Comparative study of the effects of three data‐interpretation methodologies on the performance of geotechnical back analysis	5
Symmetric high order microplane model for damage localization and size effect in quasi‐brittle materials	5
A damage model for granite subjected to quasi‐static contact loading	5
Mechanism of wetting–induced deformation and failure of unsaturated soils	5
Morphology of multiple constant height hydraulic fractures versus propagation regime	5
Reloading in barodesy employing the asymptotic state boundary surface	5
A hydro‐mechanically‐coupled XFEM model for the injection‐induced evolution of multiple fractures	5
Numerical simulation of unstable suction transients in unsaturated soils: the role of wetting collapse	5
Exact seismic response of smooth rigid retaining walls resting on stiff soil	5
Application of a coupled hydro‐mechanical interface model in simulating uplifting problems	5
Optimization and variational principles for the shear strength reduction method	4
Inverse analysis of hydraulic fracturing tests based on artificial intelligence techniques	4
Numerical simulation of hydraulic fracturing: A hybrid FEM‐based algorithm	4
Homogenization of discrete diffusion models by asymptotic expansion	4
Undrained cylindrical cavity expansion/contraction in stiff clays using a two‐surface plasticity model	4
Modeling suffusion of ideally gap‐graded soil	4
Computational implementation of bounding surface model and its verification through cavity benchmark problems	4
The Continuum Voronoi Block Model for simulation of fracture process in hard rocks	4
Fundamental solutions to the transversely isotropic poroelastodynamics Mandel's problem	4
Demonstration and application of NMM‐based fractured porous medium flow model	4
Modelling hydraulic and capillary‐driven two‐phase fluid flow in unsaturated concretes at the meso‐scale with a unique coupled DEM‐CFD technique	4
Stress evolution in elastically heterogeneous and non‐linear fluid‐saturated media with a Green's function approach	4
Propagation mechanisms and parametric influence in multiple interacting hydraulic fractures: A 3‐D G/XFEM hydro‐mechanical modeling	4
A sparse domain decomposition method for parallel computing of a four‐dimensional lattice spring model	4
A semi‐analytical solution for displacement‐controlled elliptical cavity expansion in undrained MCC soil	4
Experimental, analytical, and finite element assessment of the shear strength of concrete‐rock interfaces at different scales	4
A novel insight into vertical ground motion modelling in earthquake engineering	4
A robust stress update algorithm for elastoplastic models without analytical derivation of the consistent tangent operator and loading/unloading estimation	4
Constitutive modeling of principal stress rotation associated with sand under simple shear loading	4
Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil	4
Energetic formulation of large‐deformation poroelasticity	4
A beam on elastic foundation method for predicting deflection of braced excavations considering uncertainties	4
Multi‐objective optimization of mechanically stabilized earth retaining wall using evolutionary algorithms	4
A fast contact detection method for ellipsoidal particles	4
Revisiting undrained cavity expansion problem in critical state soils: A simple graph‐based approach	4
Two‐phase model for the excavation analysis in partially saturated soft soils using the particle finite element method	4
A micropolar isotropic plasticity formulation for non‐associated flow rule and softening featuring multiple classical yield criteria	4
Hamiltonian Monte Carlo for Simultaneous Interface and Spatial Field Detection (HMCSISFD) and its application to a piping zone interface detection problem	4
Dynamic stochastic finite element method using time‐dependent generalized polynomial chaos	4
Prediction of the post‐failure behavior of rocks: Combining artificial intelligence and acoustic emission sensing	4
Critical state of granular materials at mesoscale: Transition from local to global	4
Indirect boundary element method for modelling 2‐D poroelastic wave diffraction by cavities and cracks in half space	4
A phase‐field model for quasi‐dynamic nucleation, growth, and propagation of rate‐and‐state faults	4
Modelling the time‐dependent mechanical behaviour of clay rocks based on meso‐ and micro‐structural viscous properties	4
Scatterer identification in a 2D geophysical medium using an augmented computational time reversal method	4
Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure	3
Vertical dynamic response of pipe pile embedded in unsaturated soil based on fractional‐order standard linear solid model and Rayleigh‐Love rod model	3
Static analysis of vertically loaded pile group in multilayered transversely isotropic soils	3
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation	3
Bounding surface rotational hardening model for overconsolidated clay accounting for evolving fabric anisotropy	3
Vertical frequency‐domain compliance of an elastic pipe pile embedded in a liquid‐filled and porous‐viscoelastic soil	3
Experimental study of compaction localization in carbonate rock and constitutive modeling of mechanical anisotropy	3
Probabilistic analysis of overall strength of a cement‐treated soil column considering statistical uncertainty and spatial variability	3
General analytical solutions for the equal‐strain consolidation of prefabricated vertical drain foundation in unsaturated soils under time‐dependent loading	3
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave	3
Robust reliability‐based design approach by inverse FORM with adaptive conjugate search algorithm	3
Influence of foundation flexibility on the topology optimization of piled structures	3
Retrogressive failure pattern and retrogression distance in sensitive clays induced by river erosion	3
A variationally consistent hyperstatic reaction method for tunnel lining design	3
A new development of the scaled boundary finite element method for wave motion in layered half‐space	3
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism	3
Thermo‐poroelasticity under temporal flux in low permeable layer confined with flexible sealing media	3
An efficient transient‐state algorithm for evaluation of leakage through defective cutoff walls	3