Research Article
A Novel Cold-Mixed Epoxy Concrete and Its Comparison with Hot-Mixed Epoxy Asphalt Concrete
Table 15
Parameters determined from semicircular bending test.
| | Type | T (°C) | Displacement (mm) | Peak load (kN) | W f (J) | G f (J/m2) |
| | CME concrete | 25 | 2.852 | 11.581 | 6.20 | 2068 | | 60 | 2.476 | 3.289 | 2.66 | 888 |
| | HMEA concrete | 25 | 2.354 | 11.352 | 6.82 | 2273 | | 60 | 2.758 | 3.328 | 2.86 | 952 |
|
|
