Mechanical property prediction for high early strength self-consolidating concrete

Engineering

• Modulus of Rupture 100%
• Compression Strength 100%
• Compressive Strength 100%
• Splitting Tensile Strength 60%
• Conventional Concrete 60%
• Modulus of Elasticity 60%
• Design Equation 40%
• Concrete Mixture 40%
• Applicability 20%
• Coarse Aggregate 20%
• Structural Member 20%
• Design Code 20%
• Design Specification 20%
• Chemical Admixture 20%
• Concrete Design 20%
• Prestressed Concrete 20%
• Limit State Design 20%
• Supplementary Cementitious Material 20%
• Concrete Plant 20%

Keyphrases

• Self-consolidating Concrete 100%
• Mechanical Properties Testing 100%
• Early Strength 100%
• Modulus of Rupture 54%
• Compressive Strength 45%
• Elastic Modulus 36%
• AASHTO 27%
• Split Tensile Strength 27%
• Conventional Concrete 27%
• Concrete Mix 18%
• Design Equation 18%
• Mechanical Properties 9%
• Structural Members 9%
• Design Specification 9%
• Normal Strength 9%
• Chemical Admixtures 9%
• Load Factor 9%
• Supplementary Cementitious Materials 9%
• Appropriate Design 9%
• Flow of Goods 9%
• Concrete Tensile Strength 9%
• Self-use 9%
• Resistance Factor 9%
• Being Different 9%
• Plant Condition 9%
• Concrete Design Codes 9%
• Concrete Plant 9%
• Coarse Aggregate Volume 9%
• Precast Prestressed Concrete 9%
• Homogeneous Structure 9%
• Existing Equations 9%
• Factor Design 9%

Material Science

• Compressive Strength 100%
• Elastic Moduli 60%
• Ultimate Tensile Strength 60%
• Concrete Mixture 40%
• Cementitious Material 20%
• Design Standard 20%
• Prestressed Concrete 20%