Study of engineering properties of low-pH self-compacting concrete for concrete plug

Keyphrases

• Addition Level 12%
• Backfill Material 12%
• Bentonite 50%
• C-S-H Gel 12%
• Cementitious Materials 25%
• Compressive Strength 37%
• Concrete Materials 12%
• Concrete Plug 100%
• Conventional Concrete 12%
• Disposal Facilities 12%
• Drying Shrinkage 25%
• Engineered Barrier System 25%
• Engineering Properties 100%
• Fly Ash 50%
• Geological Disposal Facility 12%
• High pH Solutions 12%
• Initial Setting Time 25%
• Low pH 100%
• Material Design 12%
• Mineral Admixtures 25%
• Normal Strength Concrete 12%
• PH Value 37%
• Pore Structure 12%
• Self-compacting Concrete 100%
• Setting Time 12%
• Silica Fume 87%
• Sulfate Resistance 12%
• Swelling Properties 25%
• Transport Tunnel 12%
• Unique Design 12%
• Working Time Requirement 12%

Engineering

• Backfill Material 12%
• Compacting Concrete 100%
• Compacting Matrix 12%
• Compression Strength 37%
• Compressive Strength 37%
• Concrete (Composite Building Material) 12%
• Control Group 12%
• Conventional Concrete 12%
• Designed Material 12%
• Disposal Facility 25%
• Drying Shrinkage 12%
• Engineering Property 100%
• Initial Setting Time 25%
• Mineral Admixture 25%
• Primary Factor 12%
• Setting Time 12%
• Silica Fume 87%
• Sulfate Resistance 12%
• Test Result 12%
• Tunnel 25%

Material Science

• Cementitious Material 25%
• Compressive Strength 37%
• Concrete (Composite Building Material) 12%
• Pore Structure 12%
• Self Compacting Concrete 100%
• Silica Fume 87%