This study is performed to examine engineering properties of waste active carbon used concrete(WAC). Tests for compressive strength, flexural strngth, pulse velocity of concrete using waste active carbon are performed. As a result, compressive strengt...
This study is performed to examine engineering properties of waste active carbon used concrete(WAC). Tests for compressive strength, flexural strngth, pulse velocity of concrete using waste active carbon are performed. As a result, compressive strength, flexural strngth, pulse velocity of concrete using waste active carbon are in the range of 21 ~ 27 MPa and 6.61 ~ 7.34 MPa for curing 7 days and 24 ~ 33 MPa, 6.98 ~ 8.49 MPa, and 4,480 ~ 4,580 m/s for curing 28 days, respectively. Accordingly, waste active carbon is expected that can use a part of cement.