Keywords: خاک غیر اشباع; Unsaturated soil; Consolidation; Cyclic loading; Poroelasticity; Dimensionless excitation frequency
مقالات ISI خاک غیر اشباع (ترجمه نشده)
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Keywords: خاک غیر اشباع; Soil stabilization; Geosynthetics; Infiltration; Unsaturated soil; Suction; Earth pressure;
Keywords: خاک غیر اشباع; Chemo-mechanical coupling; Elastic-plasticity; Unsaturated soil; Expansive clay; Double structure;
Keywords: خاک غیر اشباع; Adobe; Unsaturated soil; Shear strength; Direct shear; Suction; Friction angle; Earthen construction
Keywords: خاک غیر اشباع; Evapotranspiration; Seepage; Slope stability; Unsaturated soil; Vegetation; Water infiltration; Reliability analysis
Keywords: خاک غیر اشباع; Unsaturated soil; Soil–water characteristic curve; Pore-suction distribution function; Permeability function
Keywords: خاک غیر اشباع; Capillary; Conductivity; Compressional wave; Salt cementation; Shear wave; Unsaturated soil
Keywords: خاک غیر اشباع; Laterite; Road construction; California Bearing Ratio; Suction; Unsaturated soil; Compacted soil
Keywords: خاک غیر اشباع; Capillarity; Adsorption; Unsaturated soil; Water retention; Soil moisture;
Keywords: خاک غیر اشباع; Thermal conductivity; Homogenization schemes; Compacted bentonite; Unsaturated soil; Three-phase media;
Keywords: خاک غیر اشباع; Unsaturated soil; Permeability function; Modeling; Soil-water characteristic curve; Estimation;
Keywords: خاک غیر اشباع; Flow; Unsaturated soil; Soil cracking; Peridynamics; Non-local model; Derivative-free model
Keywords: خاک غیر اشباع; Unsaturated soil; Embankment; Centrifugal model test; Water content; Dynamic loading
Keywords: خاک غیر اشباع; Shrinkage; Soil–water characteristic curve; Air-entry value; Water content; Degree of saturation; Unsaturated soil
Keywords: خاک غیر اشباع; Analytical solution; Unsaturated soil; Two-dimensional consolidation; Settlement; Excess pore pressure; Time-dependent loading
Keywords: خاک غیر اشباع; Soil-water-air coupled analysis; Unsaturated soil; Triaxial test; Initial-boundary-value problem; Finite deformation theory; Constitutive equation; SYS Cam-clay model (IGC: D06/E13);
Keywords: خاک غیر اشباع; Unsaturated soil; Matric suction; Small-strain stiffness; Resonant column; Bender elements;
Keywords: خاک غیر اشباع; Capillary barrier; Lysimeter; Nanoparticle; Transfer; Unsaturated soil;
Keywords: خاک غیر اشباع; EIT; SIP; Debye decomposition; Unsaturated soil; Complex electrical conductivity;
Keywords: خاک غیر اشباع; Water retention curve; Constitutive relation; Unsaturated soil; Suction
Keywords: خاک غیر اشباع; Unsaturated soil; Viscoelastic body; Consolidation; Semi-analytical solution; Excess pore-air pressure; Excess pore-water pressure
Keywords: خاک غیر اشباع; Landslide; Infiltration; Loess; Unsaturated soil; Stress path; Constant load
Keywords: خاک غیر اشباع; Unsaturated soil; Clay; Water retention curve; Shear strength; Wetting and drying
Keywords: خاک غیر اشباع; Rainfall-induced landslide; Stress–strain relation; Unsaturated soil; Suction; Pore pressure
Keywords: خاک غیر اشباع; Bayesian method; Initial dry density; SWCC; Relative permeability function; Uncertainty; Unsaturated soil
Keywords: خاک غیر اشباع; Unsaturated soil; Cyclic resistance; Silty sand; Soil liquefaction (IGC: D3/D7)
Keywords: خاک غیر اشباع; Unsaturated soil; Matric suction; Residual shear strength; Ring shear testing
Keywords: خاک غیر اشباع; Soil water characteristic curve; Dual-porosity; Permeability function; Unsaturated soil; Grain-size distribution
Keywords: خاک غیر اشباع; Unsaturated soil; Constitutive modelling; Explicit integration; Implicit integration; Incremental work
Keywords: خاک غیر اشباع; Retaining wall; Unsaturated soil; Slip line theory; Earth pressure; Stress field; Velocity field;
Keywords: خاک غیر اشباع; Modelling; Compaction curve; Compacted soils; Volume change; Yield state; Fine-grained soils; Unsaturated soil; Suction
Keywords: خاک غیر اشباع; Base course; Cyclic load; Pavement; Triaxial test; Water retentivity test; Unsaturated soil; Water content; IGC: D06; E10; H06
Keywords: خاک غیر اشباع; Subbase course material; Unsaturated soil; Monotonic triaxial compression test; Degree of saturation; Strain rate
Keywords: خاک غیر اشباع; Rainfall-induced landslide; Water-infiltration; Laboratory test; Shear strength; Suction; Unsaturated soil
Keywords: خاک غیر اشباع; Unsaturated soil; High suction tensiometer; Laboratory test; Field measurement
Keywords: خاک غیر اشباع; Unsaturated soil; Permeability function; Soil hydraulic properties; Water infiltration; Containerised soil;
Keywords: خاک غیر اشباع; Unsaturated soil; Soil–water characteristic curve; Hydraulic hysteresis; Wetting; Landslide triggering
Discussion on “A new model for capturing void ratio-dependent unfrozen water characteristics curves” by Q.Y. Mu, C.W.W. Ng, C. Zhou, G.G.D. Zhou, and H.J. Liao
Keywords: خاک غیر اشباع; Unfrozen water characteristic curve; Cryogenic suction; Temperature; Unsaturated soil; Frozen soil;
Generalized analytical solution for 2D plane strain consolidation of unsaturated soil with time-dependent drainage boundaries
Keywords: خاک غیر اشباع; Unsaturated soil; 2D plane strain consolidation; Time-dependent drainage boundary; Generalized analytical solution; Excess pore-pressure;
Dredged sediments valorisation in compressed earth blocks: Suction and water content effect on their mechanical properties
Keywords: خاک غیر اشباع; Compressed earth blocks CEB; Dredged sediments; Compaction; Modulus; UCS; Drying-wetting paths; Unsaturated soil; Eco-geo-material; Raw earth construction;
Investigation of the influence of soil moisture on thermal response tests using active distributed temperature sensing (A-DTS) technology
Keywords: خاک غیر اشباع; Distributed temperature sensing (DTS); Thermal response test (TRT); Unsaturated soil; Moisture content; Porous formation; Actively heated optical fiber;
Electric potential anomaly induced by humid air convection within Piton de La Fournaise volcano, La Réunion Island
Keywords: خاک غیر اشباع; Self potentials; Unsaturated soil; Convection; Thermal infrared; Piton de La Fournaise; Subsurface airflow;
Characterisation of Permanent Deformation of Silty Sand Subgrades from Multistage RLT Tests
Keywords: خاک غیر اشباع; Permanent deformation; moisture content; subgrade; unsaturated soil; suction; modelling; triaxial test
Poro-mechanical coupling influences on potential for rainfall-induced shallow landslides in unsaturated soils
Keywords: خاک غیر اشباع; Landslides; Slope stability; Unsaturated soil; Coupled infiltration and deformation; Rainfall infiltration
Rainfall-induced Soil Erosion and Sediment Sizes of a Residual Soil under 1D and 2D Rainfall Experiments
Keywords: خاک غیر اشباع; Soil erosion; Soil erodibility; Sediment sizes; Drop impact force; Unsaturated soil ;
Effects of stress conditions on B-value measurement
Keywords: خاک غیر اشباع; Pore pressure coefficient; Unsaturated soil; Henry׳s law; Undrained triaxial test;
IS-CambridgeInfluence of freeze-thaw action on hydraulic behavior of unsaturated volcanic coarse-grained soils
Keywords: خاک غیر اشباع; Freeze-thaw testing; Particle breakage; Water retentivity; Permeability; Unsaturated soil; Volcanic coarse-grained soil;
Modelling of laboratory soil desiccation cracking using DLSM with a two-phase bond model
Keywords: خاک غیر اشباع; Desiccation cracking; DLSM; Unsaturated soil; Two-phase bond; Heterogeneity; Particle size;
Helical filter paper technique for uniform distribution of injected moisture in unsaturated triaxial specimens
Keywords: خاک غیر اشباع; Triaxial tests; Unsaturated soil; Landslide; Water injection tests; Moisture distribution
Soil–water–air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model
Keywords: خاک غیر اشباع; Soil–water–air coupled analysis; Unsaturated soil; Finite deformation theory; Dynamic/static; SYS Cam-clay model; Insular air saturation; Back pressure (IGC: D06/ E13)