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