Keywords: خاک های فراوان; Expansive soils; Freeze-thaw cycles; Stress-strain relations; Micro-damage; Multi-scale approach;
مقالات ISI خاک های فراوان (ترجمه نشده)
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Keywords: خاک های فراوان; Expansive soils; Freeze-thaw cycles; Triaxial tests; Disturbed state concept (DSC);
Keywords: خاک های فراوان; expansive soils; settlement; crack; soil softening; residential houses.;
Keywords: خاک های فراوان; Expansive soils; Swelling clays; Swelling pressure prediction; Axial free swell prediction and 1-D heave prediction;
Keywords: خاک های فراوان; Clays; Clayey soils; Swelling; Expansive soils; Surcharges; Ground improvement; Improvement soil;
Keywords: خاک های فراوان; Constitutive relations; Expansive soils; Numerical modeling; Stress analysis; Elastoplasticity (IGC: D05/D06/E14);
Keywords: خاک های فراوان; Expansive soils; Fibre-reinforcement; Swell potential; Vertical swelling pressure; Rate of heave; Secondary consolidation;
Keywords: خاک های فراوان; Expansive soils; Swell behavior; Clay mineralogy; Soil suction; Swell prediction model
Keywords: خاک های فراوان; Expansive soils; Shallow slope failure; Infiltration-induced failure; Swelling-induced stress; Softening behavior; Infinite slope
Keywords: خاک های فراوان; Expansive soils; Soilbags; Lateral swelling pressure; Retaining wall; Rainfall test;
Keywords: خاک های فراوان; Expansive soils; In-situ data collection; Real time moisture variation; Non-parametric analysis
Keywords: خاک های فراوان; Partial saturation; Fabric/structure of soil; Expansive soils;
Keywords: خاک های فراوان; Expansive soils; Matric suction; Soil movement; Prediction methods
Keywords: خاک های فراوان; Expansive soils; Slope stability; Rain-induced failure; Swelling effect; Coupled hydro-mechanical behavior; Factor of safety; Regina clay
Keywords: خاک های فراوان; Expansive soils; Swell and shrink; Analytical modeling; Numerical modeling
Keywords: خاک های فراوان; Expansive soils; Case study; Back analysis; Finite element; Residential footing
Keywords: خاک های فراوان; Expansive soils; Double structure; Unsaturated soils; Hypoplasticity; Hydromechanical behaviour; Water retention curve
Behaviour of Expansive Soils Stabilized with Hydrated Lime and Bagasse Fibres
Keywords: خاک های فراوان; Expansive Soils; Hydrated Lime; Bagasse Fibres; Linear Shrinkage; UCS Test
Risk analysis on swell–shrink capacity of expansive soils with efficacy coefficient method and entropy coefficient method
Keywords: خاک های فراوان; Risk analysis; Swell–shrink capacity; Expansive soils; Efficacy coefficient method; Entropy coefficient method; Classification
Cationic–electrokinetic improvement of an expansive soil
Keywords: خاک های فراوان; Soil improvement; Electroosmosis; Electromigration; Expansive soils; Shear strength
Predicting hydraulic conductivity of sand–bentonite mixture backfill before and after swelling deformation for underground disposal of radioactive wastes
Keywords: خاک های فراوان; Bentonite; Hydraulic conductivity; Swelling; Radioactive waste disposal; Montmorillonite; Expansive soils
The place of expansive clays in the framework of unsaturated soil mechanics
Keywords: خاک های فراوان; Expansive soils; Unsaturated soils; Natural clay soils; Volume change; Air entry value
Quantifying engineering parameters of expansive soils from their reflectance spectra
Keywords: خاک های فراوان; Spectroscopy; Engineering parameters; Expansive soils; PLSR
On the swelling potential of compacted high plasticity clays
Keywords: خاک های فراوان; Clays; Embankments; Expansive soils; Laboratory tests; Microstructure; Partial saturation
Swell pressure prediction by suction methods
Keywords: خاک های فراوان; Bentonite; Expansive soils; Psychrometer; Soil suction; Swell pressure
Large scale buffer material test: Mock-up experiment at CIEMAT
Keywords: خاک های فراوان; Radioactive waste disposal; Bentonite; Expansive soils; Thermo-hydro-mechanical behaviour; Instrumentation; Monitoring; Long term experiment;