Keywords: دولت بحرانی; Unsaturated soil; Constitutive model; Coupled; Hydro-mechanical; Critical state;
مقالات ISI دولت بحرانی (ترجمه نشده)
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Keywords: دولت بحرانی; Three-dimensional nanostructred superconductor; Critical state; Thermomagnetic instability; Avalanche; Magneto-optical imaging;
Keywords: دولت بحرانی; Constitutive model; Plasticity; Dilatancy; Critical state; Sand;
Keywords: دولت بحرانی; Discrete element method; Interface; Direct shear test; Shear band; Dilatancy; Critical state;
Keywords: دولت بحرانی; PTcyc; cyclic phase transformation; DEM; discrete element method; DSST; direct simple shear test; DSS; direct simple shear; NGI; Norwegian Geotechnical Institute; CV; constant volume; IUF; index of unbalanced force; PT; phase transformation; CS; critical
Keywords: دولت بحرانی; Critical state; Granular soil; Triaxial tests; Stress path; Anisotropy; Strain localization;
Keywords: دولت بحرانی; Tectonic compaction; Overpressure; Equivalent depth method (EDM); Coupled geomechanics; Critical state; Finite element;
Keywords: دولت بحرانی; Interface; Constitutive model; Shear strain; Void ratio; Critical state; Normal stiffness;
Keywords: دولت بحرانی; Geosynthetics; Sand-rubber mixtures; Critical state; Discrete-element modelling; Micro-mechanics; Fabric/structure of soils; Particle-scale behaviour;
Keywords: دولت بحرانی; Boundary of stability region; Lateral buckling; Thin-walled beam; Critical state; The combined loads; Energy method;
Keywords: دولت بحرانی; Precast arch culvert; Damage morphology; Critical state; Damage progression
Keywords: دولت بحرانی; Methane hydrate; Sand; Critical state; Dilatancy; Constitutive modelling;
Keywords: دولت بحرانی; Soil–structure interface; Degree of saturation; Effective stress; Critical state; Suction
Keywords: دولت بحرانی; Critical state; Elastoplasticity; Silty sand; Instability; Index void ratio;
Keywords: دولت بحرانی; Numerical modelling; Forward modelling; Coupled geomechanics; Critical state; Tectonic compaction; Pore pressure;
Keywords: دولت بحرانی; Plastic fines; Sands; Liquefaction resistance; Undrained strength; Critical state
Keywords: دولت بحرانی; Constitutive soil modeling; Sand; Monotonic and cyclic loading; Bouc–Wen hysteresis; Plasticity; Liquefaction; Critical state; Stress path
Keywords: دولت بحرانی; Critical state; Meso-structure; Localized failure; Diffuse failure
Keywords: دولت بحرانی; Ice rubble; Critical state; Angle of friction;
Keywords: دولت بحرانی; Constitutive model; Unsaturated clays; Plasticity; Cam-clay; Critical state
Keywords: دولت بحرانی; DEM; Normal compression; Critical state; Particle crushing
Keywords: دولت بحرانی; Liquefaction; Preloading; Cyclic shear laboratory tests; Sands; Silty sands; Silts; Numerical analyses; Critical state
Keywords: دولت بحرانی; Critical current density; Critical state; ac susceptibility;
Keywords: دولت بحرانی; Particle breakage; Particle crushing; Critical state; Sand; Compressibility; Constitutive relations; Deformation; State parameter
Keywords: دولت بحرانی; Constitutive model; Sand; Liquefaction; Critical state; Simulation
Keywords: دولت بحرانی; Elastic–plastic coupling; Dilatancy; Critical state; Bounding surface plasticity; Pore water pressure
Keywords: دولت بحرانی; Constitutive relations; Elasto-plasticity; Micromechanics; Sand; Silts; Critical state
Keywords: دولت بحرانی; Critical state; State parameter; Stress ratio; Modified state parameter; Equivalent intergranular/interfine void ratio; Sand; Fines content; Cyclic resistance; Monotonic strength;
Keywords: دولت بحرانی; Constitutive model; Unsaturated soils; Bonding effect; Water menisci; Plasticity; Critical state
Keywords: دولت بحرانی; Constitutive model; Silty sand; Critical state; Anisotropy; Equivalent intergranular void ratio
An approximate nonlinear modified Mohr-Coulomb shear strength criterion with critical state for intact rocks
Keywords: دولت بحرانی; Shear strength; Modified Mohr-Coulomb criterion; Critical state; Intact rock;
Numerical modeling of critical-state magnetization in type-II superconducting cylinders under parallel and transverse magnetic field
Keywords: دولت بحرانی; Critical state; Finite element analysis; Hysteresis losses; Magnetization loop;
Electric field obtained from an elliptic critical-state model for anisotropic type-II superconductors
Keywords: دولت بحرانی; Critical state; Elliptic model; Anisotropy; Electric field
Modelling the engineering behaviour of fibrous peat formed due to rapid anthropogenic terrestrialization in Hangzhou, China
Keywords: دولت بحرانی; Peat; Physiochemical properties; Compression; Undrained shear; Critical state; Constitutive model
Evaluation of CPT-based characterization methods for loose to medium-dense sands
Keywords: دولت بحرانی; Cone penetration test; Calibration chamber test; Sand; Relative density; Modulus; Critical state; Stress normalization; Soil identification;
An elastoplastic damage model for fractured porous media
Keywords: دولت بحرانی; Bounding surface plasticity; Damage; Critical state; Fractured porous media
Maximum disorder model for dense steady-state flow of granular materials
Keywords: دولت بحرانی; Granular matter; Entropy; Critical state; Fabric; Anisotropy
Basalt-water interactions at high temperatures: 1. Dissolution kinetic experiments of basalt in water and NaCl-H2O at temperatures up to 400 °C, 23 MPa and implications
Keywords: دولت بحرانی; Basalt-water; Interaction; Kinetics experiment; Release rate; Critical state;
Particle-scale mechanics of sand crushing in compression and shearing using DEM
Keywords: دولت بحرانی; Particle crushing; Discrete element modelling; Numerical simulation; Critical state; Relative breakage; Coordination number; LAMMPS; High-performance computing; Contact number ratio;
Effect of sample size on the response of DEM samples with a realistic grading
Keywords: دولت بحرانی; Discrete element method; Sample size; Rigid boundary; Periodic boundary; Critical state;
Temperature factor for magnetic instability conditions of type – II superconductors
Keywords: دولت بحرانی; Superconductor; Critical state; Flux creep; Magnetic instability; Stable overheating
Fabric and the critical state of idealized granular assemblages subject to biaxial shear
Keywords: دولت بحرانی; Anisotropy; Discrete element method; Critical state; Fabric; Microstructure
Shear strength criteria for rock, rock joints, rockfill and rock masses: Problems and some solutions
Keywords: دولت بحرانی; Rock masses; Critical state; Rock joints; Shear strength; Non-linear friction; Cohesion; Dilation; Scale effects; Numerical modelling; Stress transforms
The signature of shear-induced anisotropy in granular media
Keywords: دولت بحرانی; Granular material; Anisotropy; Phase transformation; Liquefaction; Critical state; Fabric evolution
A unique Critical State two-surface hyperplasticity model for fine-grained particulate media
Keywords: دولت بحرانی; Two-surface anisotropy; Hyperplasticity; Critical State; Implicit stress integration; Algorithmic tangent
The effect of compaction and shear deformation of saturated soil on hydraulic conductivity
Keywords: دولت بحرانی; Consolidation; Critical state; Clay soil; Empirical models
Mechanical response of a medium-fine-grained decomposed granite in Hong Kong
Keywords: دولت بحرانی; Anisotropy; Critical state; Dilatancy; Membrane penetration; Residual soils; Triaxial tests
A critical state model for saturated and unsaturated interfaces
Keywords: دولت بحرانی; Constitutive model; Suction; Net normal stress; Interface; Critical state
DEM analysis of energy dissipation in crushable soils
Keywords: دولت بحرانی; Energy dissipation; Particle breakage; DEM simulation; Shear banding; Critical state
Critical state finite element models of contractional fault-related folding: Part 1. Structural analysis
Keywords: دولت بحرانی; Fault propagation; Fault bend; Fault-related folds; Finite element modeling; Critical state; Elastic–plastic