A Novel Cold-Mixed Epoxy Concrete and Its Comparison with Hot-Mixed Epoxy Asphalt Concrete

Table 6

Curing behavior of the CME and HME by differential scanning calorimeter.

Type	Heating rate (°C/min)	T i (°C)	T p (°C)	T f (°C)	E a (kJ/mol)	n
CME	5	51.7	91.4	120.8	48.85	0.88
	10	62.3	107.7	135.1
	15	65.8	115.5	147.2
	20	67.4	121.2	152.5
HME	5	44.0	114.0	181.4	45.76	0.87
	10	43.6	128.9	221.9
	15	48.1	140.3	243.3
	20	54.6	150.1	250.0