International Journal for Numerical and Analytical Methods in Geomecha

Article	Citations
Analytical solution for distributed torsional low strain integrity test for pipe pile	64
3D DEM modeling of biocemented sand with fines as cementing agents	56
Coupling of non‐ordinary state‐based peridynamics and finite element method for fracture propagation in saturated porous media	52
A semi‐implicit material point method based on fractional‐step method for saturated soil	50
A coupled SPFEM/DEM approach for multiscale modeling of large‐deformation geomechanical problems	43
Micro‐mechanical analysis of one‐dimensional compression of clay with DEM	41
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	40
Simulation of coupled multiphase flow and geomechanics in porous media with embedded discrete fractures	37
Efficient reliability analysis of slopes integrating the random field method and a Gaussian process regression‐based surrogate model	37
Machine learning–based uncertainty modelling of mechanical properties of soft clays relating to time‐dependent behavior and its application	35
3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis	34
Three‐dimensional wave propagation in a solid pile during torsional low strain integrity test	33
Probabilistic analysis of a discrete element modelling of the runout behavior of the Jiweishan landslide	32
An anisotropic viscoplasticity model for shale based on layered microstructure homogenization	32
Physics‐constrained hierarchical data‐driven modelling framework for complex path‐dependent behaviour of soils	29
Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data	28
A cover‐based contact detection approach for irregular convex polygons in discontinuous deformation analysis	27
A homogenization‐based state‐dependent model for gap‐graded granular materials with fine‐dominated structure	27
Formulation and implementation of an elastoplastic constitutive model for sand‐fines mixtures	27
Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks	27
A diffusion model for backfill grout behind shield tunnel lining	26
A simplified nonlinear coupled Newmark displacement model with degrading yield acceleration for seismic slope stability analysis	25
Vertical dynamic impedance of end‐bearing pile groups embedded in homogeneous unsaturated soils	25
The deformation and failure of strip footings on anisotropic cohesionless sloping grounds	25
Three‐dimensional slope stability predictions using artificial neural networks	25

A two‐dimensional analytical model for organic contaminant transport in cutoff wall and aquifer system	24
Soil‐structure interface modeling with the nonlinear incremental approach	24
Effect of gas content in macropores on hydraulic fracturing in rocks using a fully coupled DEM/CFD approach	23
Influence of copula approaches on reliability analysis of slope stability using random adaptive finite element limit analysis	23
An offline multi‐scale unsaturated poromechanics model enabled by self‐designed/self‐improved neural networks	22
Transverse seismic response of end‐bearing pipe piles to S‐waves	22
Three‐dimensional anisotropic plasticity model for sand subjected to principal stress value change and axes rotation	22
Multi‐phase‐field microporomechanics model for simulating ice‐lens growth in frozen soil	21
Quantification of fault leakage dynamics based on leakage magnitude and dip angle	20
Efficient reliability‐based design of slope angles in spatially variable soils with field data	20
A length scale insensitive phase‐field model for fully coupled thermo‐mechanical fracture in concrete at high temperatures	20
Three‐dimensional thermal modeling and dimensioning design in the nuclear waste repository	19
Investigation of microcracking behaviors in brittle rock using polygonal grain‐based distinct method	19
Non‐coaxial hypoplastic model for sand with evolving fabric anisotropy including non‐proportional loading	19
Phase‐field modeling of rock fractures with roughness	18
A complex variable solution for a non‐circular tunnel in an elastic half‐plane	18
One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary	18
A phase‐field approach for compaction band formation due to grain crushing	17
Novel approach to apply existing constitutive soil models to the modelling of interfaces	17
Simplified method for evaluating the response of existing tunnel induced by adjacent excavation	17
Numerical simulation of cold and hot water injection into naturally fractured porous media using the extended–FEM and an equivalent continuum model	16
Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model	16
Numerical investigation of flow control technology for grouting and blocking of flowing water in karst conduits	15
Analytical solutions of 1‐D chemo‐hydro‐mechanical coupled model of saturated soil considering osmotic efficiency	15
Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure	15
Semi‐analytical solution for one‐dimensional consolidation of a two‐layered soil system with unsaturated and saturated conditions	15
Apparent wave velocity inverse analysis method and its application in dynamic pile testing	15
Extremely large deformation of tunnel induced by rock mass fracture using GPGPU parallel FDEM	15
Stick‐slip like behavior in shear fracture propagation including the effect of fluid flow	15
Hypoplastic model with fabric change effect and semifluidized state for post‐liquefaction cyclic behavior of sand	14
Vertical vibration of piles with square cross‐section	14
Nonlinear analysis of single pile settlement based on stress bubble fictitious soil pile model	14
FEM×DEM multi‐scale model for cemented granular materials: Inter‐ and intra‐granular cracking induced strain localisation	14
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	14
Min‐max fuzzy goal programming ‐ Taguchi model for multiple additives optimization in expansive soil improvement	14
Influence of pore‐like flaws on strength and microcracking behavior of crystalline rock	14
Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load	13
Spherical cavity expansion in porous rock considering plasticity and damage	13
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	13
Nonequilibrium molecular dynamics (NEMD) modeling of nanoscale hydrodynamics of clay‐water system at elevated temperature	13
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems	13
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations	13
Microscopic investigation of the influence of complex stress states on internal erosion and its impacts on critical hydraulic gradients	13
Elastodynamic analyses of transversely isotropic unsaturated subgrade–pavement system under moving loads	13
A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo‐osmosis effect	12
An extended numerical manifold method for unsaturated soil‐water interaction analysis at micro‐scale	12
Closed‐form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil	12
Study on the dynamic response of dip bedded rock slope using discontinuous deformation analysis (DDA) and shaking table tests	12
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material	12
Approach for defective floating pile embedded in layered saturated soils and application in pile integrity test	12

Time scales in the primary and secondary compression of soils	12
Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship	11
Effects of particle size‐shape correlations on steady shear strength of granular materials: The case of particle elongation	11
Studying the soil column formation in soft soil improved by vacuum preloading via coupled scale‐up CFD‐DEM simulations	11
General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition	11
Parametric research on the time step and spring stiffness in three‐dimensional discontinuous deformation analysis method	11
Investigations on the macro‐meso mechanical properties and energy dissipation mechanism of granite shear fracture under dynamic disturbance	11
Constitutive anamnesis model (CAM) for fine‐grained soils	11
Three‐dimensional quantitative analysis on granular particle shape using convolutional neural network	11
A framework for constructing elasto‐plastic constitutive models for frozen and unfrozen soils	11
Permeability stability calculation model of foam‐conditioned soil based on the permeability constant	11
Thermo‐poroelastic responses of a pressure‐driven fracture in a carbon storage reservoir and the implications for injectivity and caprock integrity	11
An Arbitrary Lagrangian Eulerian (ALE) finite difference (FD)‐SPH depth integrated model for pore pressure evolution on landslides over erodible terrains	11
Diagnostic and predictive analysis of production and injection‐induced fault activation	11
A meshed kinematical approach for 3D slope stability analysis	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
Plane‐strain model for large strain consolidation induced by vacuum‐assisted prefabricated horizontal drains	10
Unified elasto‐plastic analysis of rock mass supported with fully grouted bolts for deep tunnels	10
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	10
Radial consolidation analysis of unsaturated soil with vertical drains under various cyclic loadings	10
Simultaneous slope design optimisation and stability assessment using a genetic algorithm and a fully automatic image‐based analysis	10
An analytical model for 2D consolidation of unsaturated soil with semi‐permeable boundaries considering self‐weight stress and time‐dependent loading	10
Laboratory and discrete‐based numerical investigation on the collision problem of impactor‐block systems with soft‐porous and hard‐crystalline analog rocks	10
Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation	10
Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule	10
Preconditioners for multiphase poromechanics with strong capillarity	10
Horizontal motions of a rigid disk placed on a poroelastic soil layer of finite thickness	9
A constitutive model for structured soils under saturated and unsaturated conditions	9
A constitutive model for the accumulated strain of unsaturated soil under high‐cycle traffic loading	9
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	9
A comprehensive review of numerical simulation methods for hydraulic fracturing	9
Methodology for the nonlinear coupled multi‐physics simulation of mineral dissolution	9
A new development of the scaled boundary finite element method for wave motion in layered half‐space	9
Hydraulic fracturing of weak rock during waterflooding	9
Dynamic site response analysis in the face of uncertainty–an approach based on response surface method	9
Numerical investigation on the effect of intergranular contact bonding strength on the mechanical properties of granite using PFC3D‐GBM	9
Influence of coupling effect in the chemo‐hydro‐mechanical consolidation of saturated soil layer	9
Formulation of a new elastoviscoplastic model for time‐dependent behavior of clay	9
A phase‐field model for quasi‐dynamic nucleation, growth, and propagation of rate‐and‐state faults	9
Anisotropic subloading surface Cam‐clay plasticity model with rotational hardening: Deformation gradient‐based formulation for finite strain	8
Investigation of liquefaction‐induced lateral spreading of gently sloping grounds using a variable permeability model	8
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
Three‐dimensional lattice Boltzmann simulation of the permeability of soil‐rock mixtures and comparison with other prediction models	8
The peridynamic Drucker‐Prager plastic model with fractional order derivative for the numerical simulation of tunnel excavation	8
Analysis of volumetric internal erosion in cohesionless soils: Model, experiments and simulations	8
Multiscale plasticity of geomaterials predicted via constrained optimization‐based granular micromechanics	8
Hydraulic fracturing analysis in fluid‐saturated porous medium	8
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism	8
A plane‐strain hydraulic fracture driven by a shear‐thinning Carreau fluid	8
Machine‐learning‐enabled discrete element method: Contact detection and resolution of irregular‐shaped particles	8
Three‐dimensional ridge collapse mechanism for narrow soil slopes	8
A poromechanical‐damage‐based‐model for water‐driven fracture modeling of concrete gravity dams	8
Three‐dimensional upper‐bound limit analysis of ultimate pullout capacity of anchor plates using variation method	7
Modelling hydraulic and capillary‐driven two‐phase fluid flow in unsaturated concretes at the meso‐scale with a unique coupled DEM‐CFD technique	7
Hydraulic fracture propagation barriers induced by weak interfaces in anisotropic rocks	7
A micro‐macromechanical compression model of crushing in granular materials based on a probabilistic approach and energy aspects	7
Numerical modeling of thermo‐mechanical failure processes in granitic rock with polygonal finite elements	7
Modeling suffusion of ideally gap‐graded soil	7
Numerical simulation of cyclic shear tests considering the fabric change and principal stress rotation effects	7
Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil	7
Mathematical modelling of the mechanical response of geosynthetic‐reinforced and pile‐supported embankments	7
Morphology of multiple constant height hydraulic fractures versus propagation regime	7
A sparse domain decomposition method for parallel computing of a four‐dimensional lattice spring model	7
Experimental, analytical, and finite element assessment of the shear strength of concrete‐rock interfaces at different scales	7
A novel coupled thermo‐mechanical solution for layered isotropic media under various time‐dependent loadings	7
Analytical solutions for consolidation of soft soil improved by air‐boosted vacuum preloading considering clogging effect	7
Bounding surface rotational hardening model for overconsolidated clay accounting for evolving fabric anisotropy	7
Study on the time‐dependent interaction between surrounding rock and yielding supports in deep soft rock tunnels	7
Fluid stabilization of the u−w Biot's formulation at large strain	7
Determination of the opening size of granular filters	7
Phase‐field modeling of rate‐dependent fluid‐driven fracture initiation and propagation	7
Calibration and validation of a new elastoviscoplastic soil model	7
A nonlinear constitutive model for whole stress–strain behaviors of compressed rocks incorporating crack closure effect	6
A robust stress update algorithm for elastoplastic models without analytical derivation of the consistent tangent operator and loading/unloading estimation	6
Mechanism of wetting–induced deformation and failure of unsaturated soils	6
Indirect boundary element method for modelling 2‐D poroelastic wave diffraction by cavities and cracks in half space	6
A multiscale LBM–TPM–PFM approach for modeling of multiphase fluid flow in fractured porous media	6
A novel algorithm for implementing perturbations in computational simulations of chemical dissolution‐front instability problems within fluid‐saturated porous media	6
Effect of particle shape and bedding angle on suffusion in gap‐graded granular soils by coupled CFD‐DEM method	6

A procedure to estimate cutoff wall transport properties from monitoring wells	6
Efficient estimation of cumulative distribution functions of multiple failure modes using advanced generalized subset simulation	6
Homogenization of discrete diffusion models by asymptotic expansion	6
A novel insight into vertical ground motion modelling in earthquake engineering	6
Three‐dimensional DEM simulation of the nonlinear crack closure behaviour of rocks	6
Prediction of the post‐failure behavior of rocks: Combining artificial intelligence and acoustic emission sensing	6
The Continuum Voronoi Block Model for simulation of fracture process in hard rocks	6
Reloading in barodesy employing the asymptotic state boundary surface	6
A semi‐elliptical surface compound diffusion model for synchronous grouting filling stage in specially shaped shield tunnelling	6
A beam on elastic foundation method for predicting deflection of braced excavations considering uncertainties	6
Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary	6
Application of a coupled hydro‐mechanical interface model in simulating uplifting problems	6
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading	6
A hydro‐mechanically‐coupled XFEM model for the injection‐induced evolution of multiple fractures	6
A gradient enhanced transversely isotropic damage plasticity model for rock ‐ formulation and comparison of different approaches	6
An analytical model for contaminant transport in landfill liner with fluctuating leachate head	6
Material point method‐based simulation of dynamic process of soil landslides considering pore fluid pressure	6
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils	6
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave	6
Development and validation of a computationally efficient hybrid model for temporal high‐resolution simulations of geothermal bore fields	6
Upscaling critical state considering the distribution of meso‐structures in granular materials	6
A resolved CFD–DEM investigation into the onset of suffusion: effect of confining pressure and stress anisotropy	6
Mechanical model for geomechanical pumped storage in horizontal fluid‐filled lenses	6
A three‐dimensional multiscale damage‐poroelasticity model for fractured porous media	6
Adaptive anisotropic constitutive modeling of natural clays	6
Revisiting undrained cavity expansion problem in critical state soils: A simple graph‐based approach	5
Noncoaxiality considering inherent anisotropy under various loading paths in a strain space multiple mechanism model for granular materials	5
SCS: A one‐dimensional piecewise‐linear large strain consolidation model for structured soils	5
Theoretical analysis of dynamic stress distribution around a circular damaged roadway under transient disturbance	5
Vertical dynamic response of pipe pile embedded in unsaturated soil based on fractional‐order standard linear solid model and Rayleigh‐Love rod model	5
Elliptical cylindrical equivalent model for consolidation of unsaturated soil improved by PVD	5
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling	5
Progressive evaluation of buckling landslide stability considering strain softening behavior of the slip zone	5
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation	5
Analytical solution for heat exchange in energy pile ground considering smear effects	5
Numerical simulation of unstable suction transients in unsaturated soils: the role of wetting collapse	5
Simplified method for evaluating tunnel response induced by a new tunnel excavation underneath	5
Inverse analysis of hydraulic fracturing tests based on artificial intelligence techniques	5
Effective velocity of reflected wave in rock mass with different wave impedances of normal incidence of stress wave	5
Finite element modeling of spherical indentation in a poro‐elasto‐plastic medium via step displacement loading	5
An analytic element model for highly fractured elastic media	5
Study on the effect of hydro‐chemical dissolution on shear properties of rock fractures using the improved discontinuous deformation analysis	5
A 3D grain‐based reconstruction method from a 2D surface image for the Distinct Lattice Spring Model	5
An optimized DEM‐SPH model for surge waves induced by riverside landslides	5
An enhancedJ‐integral for hydraulic fracture mechanics	5
Thermo‐poroelasticity under temporal flux in low permeable layer confined with flexible sealing media	5
Experimental and numerical study of size effects on the crushing strength of rockfill particles	5
Energetic formulation of large‐deformation poroelasticity	5
Optimization and variational principles for the shear strength reduction method	5
A multifidelity neural network (MFNN) for constitutive modeling of complex soil behaviors	5
A damage model for granite subjected to quasi‐static contact loading	5
Semi‐analytical solution for the two‐dimensional transport of organic contaminant through geomembrane with strip defects to the underlying soil liner	5
A semi‐analytical solution for displacement‐controlled elliptical cavity expansion in undrained MCC soil	5
Approximate analytical solution of tunneling‐induced responses of a soil–foundation system using contact mechanics	5
New strategies for developing GPU accelerated disk‐based discontinuous deformation analysis for large‐scale modeling	5
Meta‐modeling of fractional constitutive relationships for rocks based on physics‐induced machine learning	5
Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete	5
Analytical solution for axisymmetric consolidation of unsaturated composite foundation incorporating permeable columns and impermeable columns	5
Constitutive modeling of principal stress rotation associated with sand under simple shear loading	5
Symmetric high order microplane model for damage localization and size effect in quasi‐brittle materials	5
Vertical frequency‐domain compliance of an elastic pipe pile embedded in a liquid‐filled and porous‐viscoelastic soil	5
Propagation mechanisms and parametric influence in multiple interacting hydraulic fractures: A 3‐D G/XFEM hydro‐mechanical modeling	5
Numerical simulation of fluid‐particle interaction in geomechanics using an extended CFD‐DEM approach with a super‐quadric model of non‐spherical particles	5
FRP–soil interfacial mechanical properties with molecular dynamics simulations: Insights into friction and creep behavior	5
Thermal consolidation of layered saturated soil under time‐dependent loadings and heating considering interfacial flow contact resistance effect	5
Relationships between gradation and deformation behavior of dense granular materials: Role of high‐order gradation characteristics	5
Undrained cylindrical cavity expansion/contraction in stiff clays using a two‐surface plasticity model	4
Upper bound limit analysis of roof collapse of deep cavities in unsaturated soils	4
Formation and growth of multiple, distinct ice lenses in frost heave	4
Extensions of the dynamic Newmark method for seismic stability analysis of a rock block	4
Fundamental solutions to the transversely isotropic poroelastodynamics Mandel's problem	4
A fast contact detection method for ellipsoidal particles	4
A robust finite element‐finite volume strategy for viscosity‐dominated hydraulic fracture propagation using an asymptotic tip enrichment	4
Revisiting the empirical particle‐fluid coupling model used in DEM‐CFD by high‐resolution DEM‐LBM‐IMB simulations: A 2D perspective	4
A micropolar isotropic plasticity formulation for non‐associated flow rule and softening featuring multiple classical yield criteria	4
An algorithmic framework for computational estimation of soil freezing characteristic curves	4
Hamiltonian Monte Carlo for Simultaneous Interface and Spatial Field Detection (HMCSISFD) and its application to a piping zone interface detection problem	4
Regularized SPH model for soil–structure interaction with generalized frictional boundary	4
Transient dynamics of the thermally induced deformation of sands	4
General analytical solutions for the equal‐strain consolidation of prefabricated vertical drain foundation in unsaturated soils under time‐dependent loading	4
Robust reliability‐based design approach by inverse FORM with adaptive conjugate search algorithm	4
The role of free‐strain assumption in axisymmetric electro‐osmosis‐enhanced preloading consolidation of unsaturated soil	4
Nanoscale crack propagation in clay with water adsorption through reactive MD modeling	4
Vibration isolation of row of piles due to moving harmonic loads embedded in the layered isotropic saturated medium	4
3D Evolution of soil arching during shield tunnelling in silty and sandy soils: A comparative study	4
An analytical model for the interaction between two dissimilar piles in a finite soil layer	4
Dynamic behaviour of layered transversely isotropic poroelastic media subjected to rectangular harmonic loads	4
Experimental study of compaction localization in carbonate rock and constitutive modeling of mechanical anisotropy	4
Computational implementation of bounding surface model and its verification through cavity benchmark problems	4
Slope stability analysis with a hypoplastic constitutive model: Investigating a stochastic anisotropy model and a hydro‐mechanical coupled simulation	4
GPR‐MCS model of reliability analysis of key blocks and its engineering application	4
In situ stress assessment based on plastic behavior of borehole breakouts and machine learning	4
Two‐phase model for the excavation analysis in partially saturated soft soils using the particle finite element method	4
Numerical simulation of hydraulic fracturing: A hybrid FEM‐based algorithm	4
Inspection of two sophisticated models for sand based on generalized plasticity: Monotonic loading and Monte Carlo analysis	4