International Journal for Numerical and Analytical Methods in Geomecha

Article	Citations
Hydraulic fracturing of weak rock during waterflooding	74
Reloading in barodesy employing the asymptotic state boundary surface	71
Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil	59
	45
	40
Issue Information	37
	35
Issue Information	35
A SPH Model Bridging Solid‐ and Fluid‐Like Behaviour in Granular Materials	34
Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure	30
Slope stability analysis with a hypoplastic constitutive model: Investigating a stochastic anisotropy model and a hydro‐mechanical coupled simulation	30
Transient Analysis of a Poroelastic Soil Layer Due to Horizontal Movement of a Rigid Disk Attached on the Layer With a Relaxed Boundary Condition	27
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils	27
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident SV wave	27
	25
Issue Information	25
Issue Information	24
Two‐invariant modular implicit plasticity solver framework for geomechanical simulators	23
	23
Augmenting low‐order finite element method with partial nodal strain smoothing for flow‐deformation analysis of geomechanical problems	23
Cover Image, Volume 47, Issue 5	22
	22
	22
Micromechanical formulation of first‐ and second‐order works in unsaturated granular media	21
Issue Information	20

Issue Information	20
Study on the formation mechanism and preventive measure of pot cover effect for subgrade in seasonal frozen soil area under freeze–thaw cycles	20
	19
Influence of foundation flexibility on the topology optimization of piled structures	18
Consolidation calculation of a foundation partially penetrated by concrete‐cored gravel (CCG) columns	18
A new cube movement test for verification of simulations of contact processes of blocks of different size in geological hazards	18
	18
Macroscopic and Mesoscopic Damage Characteristics and Energy Evolution Laws of Rock Mass With Double Arcuate Fractures Under Uniaxial Compression	17
Extension of a 3D Geological Entity Modeling Method for Discontinuous Deformation Analysis	17
Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method	17
Determination of Compaction Parameters of Cement‐Lime Soils: Boosting‐Based Ensemble Models	17
Cyclic Lateral Response of Large‐Diameter Monopiles in Soft Clays Using Bounding Surface‐Based Analytical p‐y Curves	17
	16
Semi‐analytical solution for a simplified 1D chemo‐hydro‐mechanical model in fluid‐saturated viscoelastic clay	16
Cover Image, Volume 49, Issue 2	16
Issue Information	16
Dynamic analysis of an infinite beam resting on layered transversely isotropic saturated media subjected to moving harmonic loads	15
m‐AGC tangent visco‐plastic operator with hardening/softening, and application to the visco‐plastic relaxation analysis of stable and unstable problems using fracture‐based geomechanical interfaces	15
An extended graphical solution for undrained cylindrical cavity expansion in K0‐consolidated Mohr–Coulomb soil	15
Analysis of laterally loaded floating piles using a refined Tajimi model	15
One kind of transverse isotropic strength criterion and the transformation stress space	15
A semi‐analytical model for coupled THM consolidation of saturated clays improved by PVTD considering thermal contraction	15
Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation	15
Analytical models for electroosmotic consolidation of layered soil systems considering the boundary effects of horizontal electrodes	15
A comparative investigation between the beam spring method and the modified routine method in special‐section shield tunnels: A case study for quasi‐rectangular tunnels	15
A multifidelity neural network (MFNN) for constitutive modeling of complex soil behaviors	15
Cover Image, Volume 48, Issue 13	15
Issue Information	14
Issue Information	14
Issue Information	14
	14
	14
Issue Information	14
Issue Information	13
Three‐dimensional model reconstruction and numerical simulation of the jointed rock specimen under conventional triaxial compression	13
A viscoplastic constitutive model for unsaturated soils based on nonstationary flow surface theory	13
Influence of small particle surface asperities on macro and micro mechanical behavior of granular material	13
A local absorbing boundary condition for 3D seepage and heat transfer in unbounded domains	13
A bi‐fidelity model for hydraulic fracturing	13
Intelligent element: Coupling Green function approach and artificial intelligence to reduce discretization effort	12
Axisymmetrical analytical solution to the transient heat transfer problem in geological media	12
	12
Geotechnical analysis involving strain localization of overconsolidated soils based on unified hardening model with hardening variable updated by a composite scheme	12
One‐dimensional nonlinear creep consolidation of soft soils with time‐dependent drainage boundary under construction load	12
Consolidation analysis for soft soil with non‐Darcian flow considering variable discharge capacity of prefabricated vertical drain	12
Coupled poro‐mechanical tangent formulation applied to sedimentary basin modeling	12
Undrained expansion analyses of a cylindrical cavity in anisotropic sands incorporating the SANISAND model	12
Issue Information	12
Issue Information	12
Issue Information	12

Issue Information	11
A size‐dependent energy‐based strain burst criterion	11
Implementing the slice method to evaluate lateral pile capacity in cohesive soil	11
Multi‐scale mechanics of polydisperse granular materials: From micro‐scale and wave propagation experiments to DEM analysis	11
Transverse seismic response of end‐bearing pipe piles to S‐waves	11
Modeling and coupling analysis of enhanced coalbed methane recovery by gas injection	11
Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation	11
A multi‐fidelity residual neural network based surrogate model for mechanical behaviour of structured sand	11
Analytical model for a circular lined tunnel embedded in the layered soil under seismic waves	11
A machine‐learning supported multi‐scale LBM‐TPM model of unsaturated, anisotropic, and deformable porous materials	10
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism	10
Assessing Static Liquefaction Triggers in Tailings Dams Using the Critical State Constitutive Models CASM and NorSand	10
Emergence of critical state in granular materials using a variationally‐based damage‐elasto‐plastic micromechanical continuum model	10
Robust reliability‐based design approach by inverse FORM with adaptive conjugate search algorithm	10
Analysis and Optimisation of Obstacle‐Crossing Performance of Electric Shovel Based on DEM‐MBD Coupling Method	10
Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations	10
A phase‐field model for quasi‐dynamic nucleation, growth, and propagation of rate‐and‐state faults	10
A Multi‐Zone Axisymmetric Model for Consolidation of Saturated Soils Improved by PVTD With Interfacial Thermal Resistance	10
Numerical simulation of fluid‐particle interaction in geomechanics using an extended CFD‐DEM approach with a super‐quadric model of non‐spherical particles	10
Quantification of fault leakage dynamics based on leakage magnitude and dip angle	9
Investigation of bituminized waste products swelling behavior due to water uptake under free leaching conditions: Experiments and modeling	9
Parametric research on the time step and spring stiffness in three‐dimensional discontinuous deformation analysis method	9
A coupled finite difference‐spectral boundary integral method with applications to fluid diffusion in fault structures	9
Uncertainty propagation of soil property in dynamic site response under different site conditions	9
A multiscale LBM–TPM–PFM approach for modeling of multiphase fluid flow in fractured porous media	9
Numerical simulation of unstable suction transients in unsaturated soils: the role of wetting collapse	9
Influence of normal stress‐induced three‐dimensional rough fracture aperture heterogeneity on nonlinear seepage‐heat transfer coupling processes	9
Evolution of anisotropy with saturation and its implications for the elastoplastic responses of clay rocks	9
Finite element modeling of thermal‐hydro‐mechanical coupled processes in unsaturated freezing soils considering air‐water capillary pressure and cryosuction	9
Using discrete element numerical simulation to determine effect of persistent fracture morphology on permeability stress sensitivity	9
Semi‐implicit material point method for simulating infiltration‐induced failure of unsaturated soil structures	9
Numerical investigation on the influence of secondary flaw lengths on the mechanical characteristics and cracking behaviour of red sandstone containing orthogonal cross flaws	9
Virtual multi‐dimensional internal bonds model with fracture energy conservation for three‐dimensional numerical simulation of laboratory scale fluid pressurized fracturing	9
Quantification of fabric evolution in granular material under cyclic loading	8
Laboratory and discrete‐based numerical investigation on the collision problem of impactor‐block systems with soft‐porous and hard‐crystalline analog rocks	8
Indirect boundary element method for modelling 2‐D poroelastic wave diffraction by cavities and cracks in half space	8
Bounding surface rotational hardening model for overconsolidated clay accounting for evolving fabric anisotropy	8
Numerical modelling of thermal jet assisted rock cutting with double PDC cutters	8
Enhancement of a high‐cycle accumulation model by an adaptive strain amplitude and its application to monopile foundations	8
Geotechnical reliability‐based design optimization updating under changing design scenarios	8
FEM×DEM multi‐scale model for cemented granular materials: Inter‐ and intra‐granular cracking induced strain localisation	8
Reliability analysis of bolt‐supported tunnels regarded as homogenized structures	8
Synthesizing realistic sand assemblies with denoising diffusion in latent space	8
Vertical frequency‐domain compliance of an elastic pipe pile embedded in a liquid‐filled and porous‐viscoelastic soil	8
An adaptive finite‐unit method for simulating frequency‐dependent responses of shallow foundations in layered soil under vertical dynamic loads	8
Assessment of Free Energy Functions for Sand	8
A novel stability equation for the estimation of the factor of safety for homogeneous dry finite slopes	8
A Stress‐Driven Double‐Phase–Field Framework for Tensile Fracturing Processes in Transversely Isotropic Rocks	8
Data assimilation for surface wave method by ensemble Kalman filter with random field modeling	8
An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave	8
Fundamental solutions to the transversely isotropic poroelastodynamics Mandel's problem	8
Energetic formulation of large‐deformation poroelasticity	7
A thermal state‐dependent bounding surface model for volume change of clay	7
Microstructure‐based effective stress for unsaturated frozen soils	7
An implicit consideration of fluid flow in the calculation of drying shrinkage of porous materials: Case of saturated concrete in low humidity environment	7
	7
Effects of Random Field Heterogeneity of Spatial Soil Properties on the Bearing Capacity of Neighbouring Footing	7
Investigation of the Shear Mechanism at the Interface Between Grout and Brittle Rock: Physical Testing and PFC3D Simulation	7
Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology	7
Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder	7
A nonlinear optimization method for calibration of large‐scale deep cement mixing in very soft clay deep excavation	7
Vertical dynamic impedance of end‐bearing pile groups embedded in homogeneous unsaturated soils	7
Mesh‐size independent rigid‐body spring network for simulation of the dynamic fracture behavior of concrete	7
Block preconditioning strategies for generalized continuum models with micropolar and nonlocal damage formulations	7
Theoretical Analysis and Field Investigation on Bearing Characteristics of the Long‐Core SDCM Pile Under Vertical Load in Multilayered Soil	7
A Seismic Model for the Periodic Pile‐Plate Road Foundation Based on the P2.5D Finite Element Method	7
Simulation of Autogenous Self‐Healing in Lime‐Based Mortars	7
Analytical Solutions for Axisymmetric Diffusion of Organic Pollutants in a Circular‐Shaped Cutoff Wall System	7
Pore‐Based Modeling of Hydraulic Conductivity Function of Unsaturated Rooted Soils	7
Simplified method for evaluating the response of existing tunnel induced by adjacent excavation	7
Rigid‐body‐spring network model for failure simulation of reinforced‐concrete members under various loading rates	7
Issue Information	7
Time‐varying characteristics of irregular rigid foundations on fractional visco‐poroelastic stratified cross‐anisotropic soils	7
The Continuum Voronoi Block Model for simulation of fracture process in hard rocks	7
Evaluation and Future Prospects of Data‐Driven Intelligence‐Based Framework for Predicting Cyclic Behavior of Reconstituted Sand	7
“Homogenization with non‐homogeneous plastic flow”	7
An extended numerical manifold method for unsaturated soil‐water interaction analysis at micro‐scale	6
Discrete empirical interpolation for hyper‐reduction of hydro‐mechanical problems in groundwater flow through soil	6
Hydraulic fracturing analysis in fluid‐saturated porous medium	6
Issue Information	6

Numerical Simulation of Debris Flow Impact on Pier With Different Cross‐Sectional Shapes Based on Coupled CFD‐DEM	6
Meshless method for wave propagation in poroelastic transversely isotropic half‐space with the use of perfectly matched layer	6
A new method for the analysis of foundation behavior in sand under drained high‐cycle loading	6
Poromechanical Solution for One‐Dimensional Large Strain Consolidation of Modified Cam‐Clay Soil	6
Ductile response of piles to stabilise landslide	6
Retrogressive failure pattern and retrogression distance in sensitive clays induced by river erosion	6
An investigation of fracture modes around a spherical cavity for understanding outburst propagation mechanism	6
Regularized SPH model for soil–structure interaction with generalized frictional boundary	6
A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings	6
Mechanical response of concrete pipe rehabilitated by liner under external load: Analytical solution	6
Numerical investigation of slurry property effect on grouting and blocking of flowing water in rock fractures	6
Analytical solutions for consolidation of soft soil improved by air‐boosted vacuum preloading considering clogging effect	6
Oblique and eccentric bearing capacity of embedded strip footings using the method of rigorous characteristics	6
Study of slope stability analysis method based on equivalent Mohr‐Coulomb strength parameters of three‐dimensional stress state	6
Formation and growth of multiple, distinct ice lenses in frost heave	6
Dynamic Torsional Response of Pile in Fractional‐Order Viscoelastic Unsaturated Transversely Isotropic Soil With Imperfect Contact	6
An Improved Park‐Paulino‐Roesler (PPR) Cohesive Model Considering Rate‐Dependent Characteristics and Frictional Behavior of Brittle Materials	6
Implementation of the Zienkiewicz–Pande Model into a Four‐Dimensional Lattice Spring Model for Plasticity and Fracture	6
Variations of the in‐situ stress within nonhomogeneous layers of the subsurface rock induced by changes in pore fluid pressure	6
Modeling diameter of jet grouting columns using Bayesian framework	5
Coupled model for electro‐osmosis consolidation and ion transport considering chemical osmosis in saturated clay soils	5
Issue Information	5
Issue Information	5
A variationally consistent hyperstatic reaction method for tunnel lining design	5
Issue Information	5
	5
	5
Investigation on the Instability Mechanism of Expansive Soil Slope With Weak Interlayer Based on Strain Softening	5
Vertical vibration of piles with square cross‐section	5
The u‐p approximation versus the exact dynamic equations for anisotropic fluid‐saturated solids. I. Hyperbolicity	5
Generation of 3D geotechnical particles using random angular bend algorithm	5
Complex High‐Cyclic Loading in an Accumulation Model for Sand	5
Issue Information	5
Evaluation of the Spatial Variability of the Mechanical Properties of Rocks Using Non‐Iterative Green's Function Approach and the FOSM Method	5
	5
Superposition‐based concurrent multiscale approaches for porodynamics	5
	5
	5
Mechanical Behaviors of Rigid Pile Composite Foundation in Yellow River Alluvial Plain Subjected to Soil Water Content Variations	5
	5
Semi‐Analytical Solution for One‐Dimensional Nonlinear Consolidation of Multilayered Soil Considering Self‐Weight and Boundary Time Effect	5
Issue Information	5
Analytical solution for seismic response of deep tunnels covered by an isolation layer subjected to SH waves	5
Analytical solutions for a fully coupled hydraulic‐mechanical‐chemical model with non‐zero initial concentration of contaminant	5
Using H‐Convergence to Calculate the Numerical Errors for 1D Unsaturated Seepage Under Steady‐State Conditions	5
A poromechanical‐damage‐based‐model for water‐driven fracture modeling of concrete gravity dams	5
Fractional Viscoelastic Analysis of Transversely Isotropic Surrounding Rock Along Shallow Buried Elliptical Tunnel	5
Numerical simulation of frost heave of saturated soil considering thermo‐hydro‐mechanical coupling	5
Analysis of progressive collapse disaster and its anchoring effectiveness in jointed rock tunnel	5
Multi‐porous extension of anisotropic poroelasticity: Consolidation and related coefficients	5
Issue Information	5
Issue Information	5
Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength	5
	5
Novel Simplified Practical Method for One‐Dimensional Large‐Strain Consolidation	5
Spectral boundary integral equation method for simulation of 2D and 3D slip ruptures at bi‐material interfaces	5
Issue Information	5
Uplift behavior of nodular diaphragm wall: Experiment and theory	5
A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings	5
General analytical solutions for the equal‐strain consolidation of prefabricated vertical drain foundation in unsaturated soils under time‐dependent loading	5
Issue Information	5
Small Strain Stiffness of Sand‐Rubber Mixtures With Particle Size Disparity Effect	5