Definition Content:
The capacity to flow through tight openings, such as spaces between reinforcement bars, without blocking or aggregate bridging.
Diagram of L-Box (one side full, other side low height).
Workability Tests (2/3) Content:
Self-Compacting Concrete (SCC) Subtitle: The Concrete that Places Itself Presented by: [Your Name/Organization] Date: [Date]
The 3 Main Characteristics Content:
| Component | Traditional Concrete | Self-Compacting Concrete | | :--- | :--- | :--- | | Cement | 300-350 kg | 350-450 kg | | Fine Aggregate | 30-35% | 40-45% | | Coarse Aggregate (max 20mm) | 40-45% | 28-32% | | Water/Cement Ratio | 0.45-0.55 | 0.35-0.45 | | Superplasticizer | Optional | Mandatory (1-2%) | | VMA / Filler (Fly ash, Slag) | Rare | Common (to increase paste) |
Challenges of SCC Content:
Definition Content:
The capacity to flow through tight openings, such as spaces between reinforcement bars, without blocking or aggregate bridging.
Diagram of L-Box (one side full, other side low height). self compacting concrete ppt
Workability Tests (2/3) Content:
Self-Compacting Concrete (SCC) Subtitle: The Concrete that Places Itself Presented by: [Your Name/Organization] Date: [Date] Definition Content: The capacity to flow through tight
The 3 Main Characteristics Content:
| Component | Traditional Concrete | Self-Compacting Concrete | | :--- | :--- | :--- | | Cement | 300-350 kg | 350-450 kg | | Fine Aggregate | 30-35% | 40-45% | | Coarse Aggregate (max 20mm) | 40-45% | 28-32% | | Water/Cement Ratio | 0.45-0.55 | 0.35-0.45 | | Superplasticizer | Optional | Mandatory (1-2%) | | VMA / Filler (Fly ash, Slag) | Rare | Common (to increase paste) | such as spaces between reinforcement bars
Challenges of SCC Content:
