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Advances in Civil Engineering
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2024
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Article
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Tab 10
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Research Article
Measurement of the Promoting Effect of Complex Conditions on the Adhesion Development in Curing Process of Cold Recycling Mixture with Emulsified Asphalt
Table 10
Results of moisture loss under 20 and 40°C curing temperature.
Temperature (°C)
Time (days)
1
3
7
14
28
90% RAP
20
0.52%
0.95%
1.54%
1.90%
2.22%
0.52%
0.94%
1.55%
1.92%
2.18%
0.54%
0.90%
1.58%
1.85%
2.17%
40
1.19%
2.11%
2.71%
3.28%
3.45%
1.18%
2.10%
2.70%
3.29%
3.50%
1.20%
2.15%
2.73%
3.33%
3.48%
80% RAP
20
0.60%
1.10%
1.78%
2.25%
2.50%
0.61%
1.09%
1.78%
2.17%
2.45%
0.60%
1.12%
1.76%
2.23%
2.54%
40
1.30%
2.18%
2.69%
3.12%
3.28%
1.28%
2.20%
2.68%
3.08%
3.27%
1.31%
2.21%
2.70%
3.13%
3.30%
70% RAP
20
0.55%
0.99%
1.62%
2.10%
2.34%
0.53%
1.01%
1.60%
2.16%
2.32%
0.55%
0.99%
1.63%
2.08%
2.28%
40
1.29%
2.24%
2.83%
3.36%
3.54%
1.28%
2.25%
2.85%
3.30%
3.50%
1.31%
2.26%
2.86%
3.28%
3.48%