Laboratory Evaluation and Construction of Fully Recycled Low-Temperature Asphalt for Low-Volume Roads

<div>Rut depth with respect to CH mixture behaviour, demonstrating clearly the abnormal results of DE in both cases. (a) MMLS3 at 20/25°C. (b) Large wheel rutting test at 20°C.</div>

Advances in Materials Science and Engineering

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Figure 11

Figure 11: Laboratory Evaluation and Construction of Fully Recycled Low-Temperature Asphalt for Low-Volume Roads 