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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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