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This document summarizes a study on the correlation between compaction temperature and stability in recycled asphalt concrete mixtures. The study was conducted at the Highway Laboratory of the University of Muhammadiyah Malang, Indonesia. Different compaction temperatures ranging from 130°C to 80°C were tested on asphalt concrete mixtures containing recycled asphalt. The results showed that decreasing the compaction temperature leads to decreased stability and Marshall quotient for all asphalt contents. Flo

Author

박 데시 영

Language

EN