Triaxial shear behavior of calcium sulfoaluminate (CSA)-treated sand under high confining pressures

Keyphrases

• Sand 100%
• Calcium Sulfoaluminate 100%
• Calcium Sulfoaluminate Cement 100%
• Shear Behavior 100%
• High Confining Pressure 100%
• Triaxial Shear 100%
• Ordinary Portland Cement 50%
• Cemented Sand 50%
• Confining Pressure 33%
• Cement Content 33%
• Microstructure 16%
• Behavior Change 16%
• Ground Improvement 16%
• Cementitious Materials 16%
• Scanning Electron Microscopy 16%
• Stabilizing Effect 16%
• Eco-friendly 16%
• Stress-strain 16%
• Soil Improvement 16%
• Environmental Concern 16%
• Soil Behavior 16%
• Bitumen 16%
• Cement-fly Ash 16%
• Volumetric Change 16%
• Strain Change 16%
• Consolidated Drained Triaxial Test 16%
• Sand Samples 16%
• Used Sand 16%
• Shear Mechanical Properties 16%
• Shear Strength Behavior 16%

INIS

• calcium 100%
• shear 100%
• sand 100%
• cements 85%
• portland cement 42%
• soils 28%
• microstructure 14%
• strains 14%
• fly ash 14%
• pressure range mega pa 14%
• scanning electron microscopy 14%
• shear strength 14%

Engineering

• Calcium Sulphoaluminate 100%
• Confining Pressure 100%
• Shear Behavior 100%
• Ordinary Portland Cement 42%
• Cement Content 28%
• Microstructure 14%
• Ground Improvement 14%
• Shear Strength 14%
• Soil Improvement 14%
• Environmental Concern 14%