Evaluation of the effect of para-aramid and micro-polyolefin fibers on permanent displacement in stone mastic asphalt
Abstract
Keywords
Ethical Statement
References
- Valkering, C.P., Lancon, D. J. L., Dehilster, E. & Stok- er, D.A. (1990). Rutting resistance of asphalt mixes containing non-conventional and polymer-modi- fied binders (with discussion and closure). J Assoc Asph Paving Technols, 59, 590–609.
- Mokhtari, A. & Nejad, F. M. (2012). Mechanistic ap- proach for fiber and polymer modified SMA mix- tures. Constr Building Mater, 36, 381–390. [CrossRef]
- Putman, B. J. & Amirkhanian, S. N. (2004). Utiliza- tion of waste fibers in stone matrix asphalt mixtures. Resour Conserv Recycl, 42(3), 265–274. [CrossRef]
- Tapkin, S., Çevik, A., Uşar, Ü. & Gülşan, E. (2013). Rutting prediction of asphalt mixtures modified by polypropylene fibers via repeated creep testing by utilising genetic programming. Mater Res, 16, 277– 292. [CrossRef]
- Saedi, S., Sadeghian Asl, G., & Yasrobi, S. H. (2018). The combined effect of SBS and proplast in improv- ing the stone mastic asphalt performance. Quarterly J Transportation Eng, 10(2), 385–399.
- Aboutalebi Esfahani, M., & Mirian, V. (2021). Evalu- ation of glass fibers, ethylene vinyl acetate and their combination on stone mastic asphalt. Australian J Civil Eng, 19(2), 134–147. [CrossRef]
- Ma, R., Haldenbilen, S., & Zengin, D. (2023). Inves- tigation of usability of mineral fiber in stone mastic asphalt. Revista de la Construcción, 22(3), 569–580. [CrossRef ]
- Cetin, A., Evirgen, B., Karslioglu, A., & Tuncan, A. (2021). The effect of basalt fiber on the performance of stone mastic asphalt. Period Polytech Civ Eng, 65(1), 299–308. [CrossRef]
Details
Primary Language
English
Subjects
Transportation Engineering , Construction Materials
Journal Section
Research Article
Authors
Sepehr Saedı
*
0000-0002-5255-2099
Türkiye
Early Pub Date
June 15, 2024
Publication Date
June 24, 2024
Submission Date
March 15, 2024
Acceptance Date
June 4, 2024
Published in Issue
Year 2024 Volume: 9 Number: 2