Mix Code | Variables | Range | Batch | Controlled Variables | Test |
・ Series 1: Compressive Strength of RCC with Porac Sand (RCCPS) | |||||
•S1/200 •S1/300 •S1/400 •S1/500 | •Cement content | • 200 kg/m3 • 300 kg/m3 • 400 kg/m3 • 500 kg/m3 | 4 | • Maximum Size of Aggregate = 19 mm • Air content = 2% to 3.5% • Slump = Zero • Consistency = 70% to 75% | •Compression |
・ Series 2: Compressive Strength of RCC with Philex Copper-Gold Mine Tailings as Fine Aggregate (RCCCGMT) | |||||
•S2/200 •S2/300 •S2/400 •S2/500 | •Cement content | • 200 kg/m3 • 300 kg/m3 • 400 kg/m3 • 500 kg/m3 | 4 | • Maximum Size of Aggregate = 19 mm • Air content = 2% to 3.5% • Slump = Zero • Consistency = 70% to 75% | •Compression |
・ Series 3: Durability of RCC with Philex Copper-Gold Mine Tailings and 20% Fly-Ash (RCCCGMTFA) | |||||
•S3/400/20 •S3/400/20 •S3/400/20 •S3/400/20 •S3/400/20 | • Number of Cycle | • 7th day, • 3rd cycle, • 6th cycle, • 9th cycle, • 15th cycle | 1 | • Cement = 400 kg/m3 • Fly ash = 20% (class “F”) • Maximum Size of Aggregate = 19 mm • Air content = 2% to 3.5% • Slump = Zero • Consistency = 70% to 75% | •Compression |