Performance Evaluation of Stone Matrix Asphalt (SMA) Mixes Using Different Types of Fibers as Additives. | ||||
| MEJ- Mansoura Engineering Journal | ||||
| Article 18, Volume 45, Issue 4, December 2020, Page 33-40 PDF (1.01 MB) | ||||
| Document Type: Research Studies | ||||
| DOI: 10.21608/bfemu.2021.178061 | ||||
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| Authors | ||||
Ahmed Essam Dahab  1; Hassan Abd-elzaher Mahdy2; Khaled Kandil3
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| 1Teaching Assistant at Department of Public Works, Faculty of Engineering, Ain Shams University, Cairo, Egypt | ||||
| 2Professor. of Highway and Airport Engineering, Public Works Department, Faculty of Engineering, Ain Shams University, Egypt | ||||
| 3professor of Highways, Transportation, and Traffic at Faculty of Engineering, Ain Shams University, Cairo, Egypt | ||||
| Abstract | ||||
| Stone matrix asphalt (SMA) is a gap graded hot mix asphalt (HMA) which gains its main strength from stone on stone contact. It provides a rut-resistant, durable surfacing material which is suitable for heavily trafficked roads. Typical SMA consists of 70-80 % coarse aggregate, 8-12 % mineral fillers, and 6-7 % binder. Due to this high binder content, stabilizing additives are needed to prevent draindown that might occur during transport and placement. According to SMA standards, cellulose and mineral fibers are the most suitable stabilizing additives to be used in SMA, but due to lack of those specific types of fibers in some countries, another types of fibers are being tested to replace them in the mix. The main objective of this study is to investigate the characteristics of SMA mixtures using fiberglass as a stabilizing additive. Another SMA mix of the best result was prepared using polypropylene fiber instead of fiberglass and tested for comparison purposes. Two different SMA gradations were tested, nominal maximum aggregate size (NMAS) 12.50 mm and NMAS 19.00 mm at four different fiber contents for each gradation 0.00 %, 0.30 %, 0.50 %, and 0.70 % by total weight of the mix. SMA samples were tested through series of performance tests selected to be Marshall stability test, moisture susceptibility test, indirect tensile strength test (ITS), and draindown test. | ||||
| Keywords | ||||
| Stone matrix asphalt; Hot mix asphalt; Fiberglass; Polypropylene fiber; Nominal maximum aggregate size; Marshall; Indirect tensile strength; Draindown | ||||
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