Partial replacement of conventional fine aggregate with crumb tyre rubber in structural concrete-effect of particle size on compressive strength and time dependent deformations

Keyphrases

• Time-dependent Deformation 100%
• Crumb Rubber Size 100%
• Particle Size Effect 100%
• Crumb Tire Rubber 100%
• Tire Crumb Rubber 66%
• Rubberized Concrete 66%
• Sealing Condition 33%
• Fine Minerals 33%
• Mineral Aggregates 33%
• Compressive Strength Behavior 33%
• Shrinkage Behavior 33%
• Compressive Creep Behavior 33%
• Waste Tire Rubber Particles 33%
• Creep Deformation 33%
• Shrinkage Deformation 33%
• Truck Tire 33%

Engineering

• Rubber Particle 50%
• Rubber Crumb 50%
• Rubberized Concrete 50%