Compression, swelling and rebound behavior of GMZ bentonite/additive mixture under coupled hydro-mechanical condition

Keyphrases

• Bentonite Additive 100%
• Rebound Behavior 100%
• Additive Mixture 100%
• GMZ Bentonite 100%
• Coupled Hydro-mechanics 100%
• Compression Behavior 100%
• Volumetric Deformation 50%
• Swelling Index 50%
• Deformation Characteristics 50%
• Granite Powder 25%
• Dry Mass 25%
• Soil Compressibility 25%
• Bentonite Dry Density 25%
• Swelling Pressure 25%
• Additive Content 25%
• Mixing Variable 25%
• Nuclear Waste Disposal 25%
• Loading Phase 25%
• Backfill 25%
• Skeletal Structures 25%
• Soil State 25%
• Quartz Sand 25%
• Vertical Stress 25%
• Degree of Saturation 25%
• Recompression 25%
• Volumetric Behavior 25%
• Compression Index 25%
• Coupling Conditions 25%
• Swelling Strain 25%
• Additive Forms 25%
• Soil Matrix 25%
• Physicochemical Effects 25%
• Additive Property 25%
• Four-phase 25%
• Geological Disposal of High-level Radioactive Waste 25%
• Crushed Granite 25%
• Oedometer Test 25%

Engineering

• Additive Mixture 100%
• Deformation Characteristic 50%
• Swelling Index 50%
• Dry Density 25%
• Compression Index 25%
• Chemical Effect 25%
• Oedometer Test 25%
• Loading Phase 25%
• Degree of Saturation 25%
• Compressibility 25%
• Soil Matrix 25%
• Additive Content 25%
• Quartz Sand 25%
• Swelling Strain 25%