Keywords: حد مایع; dfc; Deformation at 100% of degree of consolidation determined by the Casagrande method; dfu; Deformation at the end of excess pore pressure dissipation; DOC; Degree of consolidation; dt; Deformation at elapsed time; prefix R-; Reconstituted specimen; pre
مقالات ISI حد مایع (ترجمه نشده)
مقالات زیر هنوز به فارسی ترجمه نشده اند.
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.
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: حد مایع; BET; Brunauer, Emmett and Teller; BJH; Barrett, Joyner and Halenda; CDW; Construction and Demolition Waste; CEM; Cement; CL; Crushed Limestone; ES; Engineered Soil; FA; Fly Ash; GHG; Greenhouse Gas; LCA; Life Cycle Assessment; LL; Liquid Limit; MBV; Moist
Keywords: حد مایع; Atterberg limits; Organic soil; Dyring; Liquid limit; Pyroclastic;
Keywords: حد مایع; AC; Alumina Cement; ARSO; African Organization for Standardization; CCR; coal combustion residues; CSSB; Cement Stabilized Soil Brick; ESS; Egyptian Standard Specification; GBFS; granulated blast furnace slag; GHG; green house gas; GSCC; Grounded Silicate
Keywords: حد مایع; 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: حد مایع; Cc; compression index; Ïb; bulk density; Ïd; dry density; wL; liquid limit; wn; natural water content; wP; plastic limit; e; void ratio; OC; organic content; GS; specific gravity; Peatlands; Organic content; Water content; Fibrous structure;
Keywords: حد مایع; Kaolinite; Smectite; Liquid limit; Organic pore fluids; Probabilistic analysis;
Keywords: حد مایع; 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: حد مایع; Dredged clays; Initial water content; Virgin compression; Remoulded yield stress; Liquid limit; Particle density;
Keywords: حد مایع; LL; liquid limit; PL; plastic limit; PI; plasticity index; SOM; soil organic matter; MIF; mineral intensity factor; SSA; specific surface area; EBS; equivalent basal spacing; BS; base saturation; TC; total C; TOC; total organic C; AC; aggregated clay; SEE
Keywords: حد مایع; Fall cone test; Liquid limit; Undrained shear strength; Low-swelling clay;
Keywords: حد مایع; Soil mineralogy; Specific surface area; Liquid limit; Mineral quantification
Keywords: حد مایع; Atterberg limits; Clay microstructure; Liquid limit; Plastic limit; X-ray microscope;
Keywords: حد مایع; Clay; Consistency; Liquid limit; Plastic limit; Extrusion;
Keywords: حد مایع; Clays; Compaction; Fine-grained soils; Liquid limit; Plastic limit; Sediment volume;
Keywords: حد مایع; Soil workability; Soil trafficability; Liquid limit; Plastic limit; Proctor compaction test
What is clay? A new definition of “clay” based on plasticity and its impact on the most widespread soil classification systems
Keywords: حد مایع; Atterberg limits; Clay; Liquid limit; Plasticity index; Soil texture; Toughness;
Consistency measurement of cement-treated marine clay using fall cone test and Casagrande liquid limit test
Keywords: حد مایع; Liquid limit; Fall cone; Casagrande method; Cement-treated marine clay; Undrained shear strength;
Beneficial use of marine dredged materials as a fine aggregate in ready-mixed concrete: Turkey example
Keywords: حد مایع; DM; dredged material; DÄ°PTAR; Marine Dredging Applications and Environmental Management of Dredged Materials Project; RMC; ready-mixed concrete; ERMCO; European Ready Mixed Concrete Organization; LWA; lightweight aggregate; TÃBÄ°TAK MAM; The Scientific
Estimating horizontal stresses for mudrocks under one-dimensional compression
Keywords: حد مایع; Horizontal stress; Triaxial test; K0; Resedimentation; Liquid limit;
Fall cone tests on clay–sand mixtures
Keywords: حد مایع; Clay; Sand; Shape; Gradation; Liquid limit; Undrained shear strength
Liquid limit as a predictor of mudrock permeability
Keywords: حد مایع; Permeability; Mudrocks; Liquid limit; Resedimented; Mineralogy
Effects of diatomite on soil consistency limits and soil compactibility
Keywords: حد مایع; Diatomite; Liquid limit; Plastic limit; Proctor compaction test
Flow box test for viscosity of soil in plastic and viscous liquid states
Keywords: حد مایع; Mudflow; Viscosity; Liquid limit; Liquidity index; Rheology (IGC: E6)
Phase concept for mudflow based on the influence of viscosity
Keywords: حد مایع; Concentration by volume; Water content; Liquid limit; Mudflow; Viscosity; Yield stress (IGC: E6)
The matrix potential of fine-grained soils at the liquid limit
Keywords: حد مایع; Unsaturated soils; Matrix potential; Soil suction; Liquid limit;
Controlling factors of the swelling of various bentonites and their correlations with the hydraulic conductivity of soil-bentonite mixtures
Keywords: حد مایع; Hydraulic conductivity; Liquid limit; Swelling; Exchangeable sodium percentage; Cation exchange capacity
Change of hydraulic conductivity during compression of undisturbed and remolded clays
Keywords: حد مایع; Hydraulic conductivity; Compressibility; Clays; Liquid limit; Clay mineral; Strain;
A new correlation relating the shear strength of reconstituted soil to the proportions of clay minerals and plasticity characteristics
Keywords: حد مایع; Fully softened shear strength; Montmorillonite; Kaolinite; Clay minerals; Liquid limit; Landslides
Influence of heating and water-exposure on the liquid limits of GMZ01 and MX80 bentonites
Keywords: حد مایع; high-level radioactive waste (HLW); deep geological disposal; bentonite; heating; water-exposure; liquid limit
Electromagnetic properties of the ground: Part I – Fine-grained soils at the Liquid Limit
Keywords: حد مایع; Soils; Dielectric properties; Liquid Limit; Shrinkage
Polyacrylamide-treated kaolin: A fabric study
Keywords: حد مایع; Kaolin; Polyacrylamide; Fabric; Sedimentation; Rheology; Liquid limit
Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity
Keywords: حد مایع; Soil; Liquid limit; Cation exchange capacity (CEC); Swelling; Statistical model