Design a concrete mix (using DOE method) for a reinforced concrete work. The percentage of defectives is 10%. The number of tested cubes are 18.The concrete is to be designed for a characteristic compressive strength of 40MPa at the age 28 days with 30- 60mm slump and rapid hardening Portland cement. Maximum size of aggregate is 20mm crushed aggregate will be used.
Design a concrete mix (using DOE method) for a reinforced concrete work. The percentage of defectives is 10%. The number of tested cubes are 18.The concrete is to be designed for a characteristic compressive strength of 40MPa at the age 28 days with 30- 60mm slump and rapid hardening Portland cement. Maximum size of aggregate is 20mm crushed aggregate will be used.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a concrete mix (using DOE method) for a reinforced concrete work. The percentage of defectives is 10%. The number of tested cubes are 18.The concrete is to be designed for a characteristic compressive strength of 40MPa at the age 28 days with 30- 60mm slump and rapid hardening Portland cement. Maximum size of aggregate is 20mm crushed aggregate will be used. Sieve analysis shows that fine aggregate within Lo a-RC IS
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