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Functional Composite Materials

Table 2 Final/initial state coefficients of the emulsion cold mix asphalt (15 °C, 10 Hz and 9.5 kN)

From: Effects of curing on emulsion cold mix asphalts and their extracted binder

|E*|

Group A

Group B

Total curing process

1.96

2.88

First curing parameters

1.80

2.02

Second curing parameters

1.09

1.43

  1. The first curing parameters for group A corresponds to 35 °C – 20 %RH and for B 10 °C – 80 %RH. The second one corresponds to 10 °C – 80 %RH for group A and 35 °C – 20 %RH for group B.
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