Keywords: نسبت ناپایدار; Unfrozen water characteristics curve; Capillary water; Adsorbed water; Void ratio;
مقالات ISI نسبت ناپایدار (ترجمه نشده)
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در صورتی که به ترجمه آماده هر یک از مقالات زیر نیاز داشته باشید، می توانید سفارش دهید تا مترجمان با تجربه این مجموعه در اسرع وقت آن را برای شما ترجمه نمایند.
Keywords: نسبت ناپایدار; Hydraulic conductivity; Sediments; Specific surface area; Pore size; Void ratio;
Keywords: نسبت ناپایدار; Composting; Industrial sludge; Moisture availability; Void ratio; Air availability; Free air space; Statistical analysis;
Keywords: نسبت ناپایدار; Tensile strength; Remoulded clay; Compacted clay; Fabric; Void ratio; Water content;
Keywords: نسبت ناپایدار; Particle packing model; Granular material; Void ratio; Packing density; Multi-sized particle mixture; Analytical method;
Keywords: نسبت ناپایدار; Constitutive relations; Thermodynamics; Elasticity; Plasticity; Granular material; Micromechanics; A; second-order fabric tensor; c; c th inter-particle contact; D; dilatancy parameter at inter-particle contact; d50; grain size corresponds to 50% pass by
Keywords: نسبت ناپایدار; Unsaturated freezing soil; Vapor content; Void ratio; Mathematical model; Coupled liquid water, vapor, stress and heat movement;
Keywords: نسبت ناپایدار; Collapse; Seismic subsidence; Liquefaction; Soluble salts; Macropores; c; Cohesion of soil; cd; Dynamic cohesion of soil; d; Diameter of macropores; e; Void ratio; ecr; Critical void ratio; eM; Macropore ratio; em; Micropore ratio; Gs; Specific gravity of
Keywords: نسبت ناپایدار; Permeability; Void ratio; Freeze-thaw test; Frost heave; Equivalent permeability;
Keywords: نسبت ناپایدار; Marine clays; Compressibility; Predominant clay mineral; Pore fluid salinity; Liquid limit; Oxide compositions; Câc; intrinsic compression index of reconstituted clays, equal to (eâ100 â eâ1000); e; void ratio; eL; void ratio at the liquid limit
Keywords: نسبت ناپایدار; Particle shape; Sphericity; Roundness; Friction angle; Void ratio;
Keywords: نسبت ناپایدار; Infilled joint soil; Water retention curve; Void ratio; Grain size distribution; Microstructure;
Keywords: نسبت ناپایدار; Mechanical degradation; Granular material; Gyratory compaction; Image analysis; LA abrasion; Aggregate morphology; Gradation; Void ratio; Shear strength;
Keywords: نسبت ناپایدار; 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: نسبت ناپایدار; Image processing; Segmentation; Thresholding; Void ratio; Porous media; X-ray CT;
Keywords: نسبت ناپایدار; Interface; Constitutive model; Shear strain; Void ratio; Critical state; Normal stiffness;
Keywords: نسبت ناپایدار; Longwall mining; Bed separation; Stratum fracture; Void ratio; Image post-processing; Fracture-rich arch;
Keywords: نسبت ناپایدار; Microfabric; Clay deposit; Sedimentation; Flocculation; Void ratio; Consolidation
Keywords: نسبت ناپایدار; Permeability; Muddy clay; Void ratio; Clay content; Settlement;
Keywords: نسبت ناپایدار; Coal ash; Porous concrete; Heavy metals; Geopolymer; Void ratio; Compressive strength
Keywords: نسبت ناپایدار; Gas–particle two-phase flow; Direct numerical simulation; Particle cluster; Powder scattering; Void ratio
Keywords: نسبت ناپایدار; Expansive soil; Wetting and drying; Void ratio; Water content; Deformation; Fabric; Hysteresis
Keywords: نسبت ناپایدار; Void ratio; Packing density; Soil mixture
Keywords: نسبت ناپایدار; Pervious concrete; Void ratio; Infiltration rate; Compressive strength; Statistical modelling;
An updating void ratio model for large deformation simulation of geogrid-granular strip anchors plates
Keywords: نسبت ناپایدار; Granular-geosynthetic anchors; Pullout resistance; CANAsand constitutive model; Void ratio;
Intra-aggregate water content and void ratio model for MX-80 bentonites
Keywords: نسبت ناپایدار; Bentonite; Double porosity; Microstructure; Water content; Void ratio;
Influence of void ratio on thermal stress of PCM canister for heat pipe receiver
Keywords: نسبت ناپایدار; Void ratio; Thermal stress; Phase change; Heat pipe receiver;
Soil-water characteristics of Gaomiaozi bentonite by vapour equilibrium technique
Keywords: نسبت ناپایدار; Gaomiaozi (GMZ) Ca-bentonite; Vapour equilibrium technique; Soil-water retention curve (SWRC); Void ratio; Degree of saturation; Hydro-mechanical coupled parameter; SWRC at constant void ratio
An alternative approach for the use of DDL theory to estimate the swelling pressure of bentonites
Keywords: نسبت ناپایدار; Bentonites; Swelling pressure; Diffuse double layer; Void ratio
Clogging evaluation of open graded friction course pavements tested under rainfall and heavy vehicle simulators
Keywords: نسبت ناپایدار; Clogging; Permeability; Accelerated pavement testing; Rainfall simulation; Open graded friction course; Void ratio; X-ray CT imaging
Feasible method, utilizing density changes, for estimating in situ dynamic strength and deformation properties of sand samples
Keywords: نسبت ناپایدار; Dynamic strength; Frozen sampling; Relative density; Rigidity; Sample disturbance; Sand; Stress ratio; Tube sampling; Void ratio; (IGC: C6,D7)
Shrinkage and desaturation properties during desiccation of reconstituted cohesive soil
Keywords: نسبت ناپایدار; Cohesive soil; Consistency limit; Degree of saturation; Evaporation; Shrinkage; Unsaturated soil; Vacuum pressure; Void ratio; Water content; (IGC: D2)
Influence of void ratio on thermal performance of heat pipe receiver
Keywords: نسبت ناپایدار; Heat pipe receiver; Phase change; Void ratio;
On the compression behaviour of reconstituted soils
Keywords: نسبت ناپایدار; Compression; Particle breakage; Void ratio; Sandy soil; Artificially mixed soils; Laboratory tests
Effect of physical parameters on static undrained resistance of sandy soil with low silt content
Keywords: نسبت ناپایدار; Undrained resistance; Silty sand; Void ratio; Static triaxial test; Friction angle
Analysis of soil compression curves from uniaxial confined compression tests
Keywords: نسبت ناپایدار; Compression curve; Precompression stress; Compression index; Swelling index; Particle size distribution; Aggregate size distribution; Void ratio
A study on the air permeability as affected by compression of three French soils
Keywords: نسبت ناپایدار; Air permeability; Confined uniaxial compression test; Air-filled porosity; Degree of saturation; Vertical stress; Void ratio
Variance of mechanical precompression stress in graphic estimations using the Casagrande method and derived mathematical models
Keywords: نسبت ناپایدار; Precompression stress; Variance; Models; Void ratio; Dry bulk density; Casagrande method
Boundary effects on behaviour of granular material during plane strain compression
Keywords: نسبت ناپایدار; Boundary roughness; Finite element method; Micro-polar hypoplasticity; Non-coaxiality; Plane strain compression; Shear localization; Void ratio
Effects of binder strength and aggregate size on the compressive strength and void ratio of porous concrete
Keywords: نسبت ناپایدار; cement paste; porous concrete; compressive strength; void ratio;
Strain-Dependent Modulation of Ultrasound Speed in Articular Cartilage Under Dynamic Compression
Keywords: نسبت ناپایدار; Articular cartilage; Osteoarthrosis; Elastography; Mechanical indentation; Ultrasound speed; Collagen; Void ratio; Finite element modeling;
Sediment physical properties of the DYNAS study area
Keywords: نسبت ناپایدار; Sediment stability; Cohesive sediments; Physical properties; Wet bulk density; Porosity; Void ratio; Consolidation; Shear strength;
Effects of different drying rates on shrinkage characteristics of a residual soil and soil mixtures
Keywords: نسبت ناپایدار; Shrinkage curve; Residual soil; Evaporation; Void ratio; Drying rate
Cement paste characteristics and porous concrete properties
Keywords: نسبت ناپایدار; Cement paste; Porous concrete; Compressive strength; Void ratio; Compaction
Physical properties of sediments from Keathley Canyon and Atwater Valley, JIP Gulf of Mexico gas hydrate drilling program
Keywords: نسبت ناپایدار; Physical properties; Void ratio; Density; Well logging; Gulf of Mexico
Computations of size effects in granular bodies within micro-polar hypoplasticity during plane strain compression
Keywords: نسبت ناپایدار; Latin hypercube sampling; Micro-polar hypoplasticity; Plane strain compression test; Shear localization; Size effects; Void ratio
Compressional behavior of clayey sand and transition fines content
Keywords: نسبت ناپایدار; Clay; Sand; Soil fabric; Compression; Void ratio; Shear stress
A Visual Basic program for analyzing oedometer test results and evaluating intergranular void ratio
Keywords: نسبت ناپایدار; Settlements; Oedometer test; Compression; Consolidation; Void ratio; Stress; Strain
Effect of fluctuation of current void ratio on the shear zone formation in granular bodies within micro-polar hypoplasticity
Keywords: نسبت ناپایدار; Cosserat rotation; Hypoplasticity, Micro-polar continuum; Shear localization; Stochastic distribution; Void ratio