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Functional Composite Materials

Table 1 Final/initial state coefficients of the extracted binder, calculated for 15 °C, and10 Hz

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

|G*|

Group A

Group B

Total curing process

1.41

1.16

First curing parameters

1.48

0.62

Second curing parameters

0.95

1.87

  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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