Steel Inspector
Structural
- Jun 20, 2021
- 45
SRC concrete (Sulfate resistant concrete ) is mixed using type 5 cement ( High sulfate resistant cement)
Now, type 5 cement reacts slower than type 1. because of the lower C3A content.
Doesn't that mean that SRC concrete will take longer time to reach the strength that OPC concrete will reach in 28 days?
meaning that if the specified concrete strength is 40 Mpa, Columns casted using OPC concrete (type 1 cement) will reach that value faster than footings casted using SRC concrete (type 5 cement )
Now, type 5 cement reacts slower than type 1. because of the lower C3A content.
Doesn't that mean that SRC concrete will take longer time to reach the strength that OPC concrete will reach in 28 days?
meaning that if the specified concrete strength is 40 Mpa, Columns casted using OPC concrete (type 1 cement) will reach that value faster than footings casted using SRC concrete (type 5 cement )