Korelasi Antara Temperatur Pemadatan Pada Campuran Aspal Beton Hasil Daur Ulang Terhadap Stabilitas Marshall
| Main Author: | Alamsyah, Alik Ansyori |
|---|---|
| Format: | Article PeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
Media Teknik Sipil Universitas Muhammadiyah Malang
, 2015
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/58209/7/Alamsyah%20-%20Temperature%20Compaction%20Asphalt%20Concrete%20Recycling%20results.pdf http://eprints.umm.ac.id/58209/ http://ejournal.umm.ac.id/index.php/jmts/article/view/2539 |
Daftar Isi:
- Road improvement by adding an additional layer that will result in continuous thicker pavement layer thickness and material required dwindling. Besides, with the amount of dredging mix pavement roads that are not used in some places add to the waste pile. With treatment using pavement recycling technologies (recycling) is an alternative to overcome this problem because it has several advantages such as pavement can restore and maintain strength and overcome the geometric dependence of new materials. The addition of new material and additional material or material scratch mark on the old pavement is an alternative to increase the carrying capacity of the material scratchmark. The study was conducted at the Laboratory of University of Muhammadiyah Malang Highway. The quality of asphalt concrete mixtures with the addition of recycled asphalt can only be known through the Marshall test results (stability, melting plastic, the results for the marshal, and the cavity in the mix). Used asphalt is asphalt with a penetration of 80/100 is a variation of temperature to be used is 130°C, 12°C, 110°C, 100°C, 90°C and 80°C. From the results of the research can be seen that the decrease in the solidification temperature will decrease stability, Marshall Quotient for the entire binder content. For Flow values at a temperature of 130 ° C compaction - 80 ° C showed an increase.