Research Article
Year 2019,
Volume: 7 Issue: 4, 906 - 912, 19.12.2019
Abstract
Hot mix asphalt (HMA) is
very common as a highway construction material. Although investment costs are
lower than other pavements, HMA needs maintenance and rehabilitation (M&R)
more often because of environmental conditions. The time needed for M&R can
be extended by using fibers in the mixture. In this study, utility of sisal
(Agave Sisalana) plants’ fibers are investigated in HMA. Initially, optimum bitumen
content according to best aggregate gradation is determined using Superpave
volumetric mix design process. Then, fiber is prepared as short (~3 cm) and
long (15 – 100 cm) pieces. Prepared fibers are added into HMA mixtures at
different ratios (1, 2 and 3‰ by weight of mixture) based on optimum bitumen
content. 1‰ short sisal fiber added specimen gave the best unconditioned
indirect tensile strength values, and also long fibers gave best tensile
strength ratios.
References
- AASHTO MP2, 2001. Standard specification for Superpave volumetric mix design, American Association of State Transportation and Highway Officials, Washington, D.C.
- Abo-Qudais S., Al-Shweily H., 2007. Effect of aggregate properties on asphalt mixtures stripping and creep behavior, Construction and Building Materials, 21(9), 1886-1898.
- Airey G. D., Collop A. C., Zoorob S. E., Elliott R. C., 2008. The influence of aggregate, filler and bitumen on asphalt mixture moisture damage, Construction and Building Materials, 22(9), 2015-2024.
- Atav R., Namırtı O., 2011. İpek Liflerinin Dünü ve Bugünü, Mühendislik Bilimleri ve Tasarım Dergisi, Cilt:1, Sayı:3, s.112-119.
- Cardone F., Ferotti G., Frigio F., Canestrari F., 2014. Influence of polymer modification on asphalt binder dynamic and steady flow viscosities, Construction and Building Materials, 71, 435-443.
- Cook J. G., 1984. Handbook of Textile Fibers: Natural Fibers, Merrow.
- DuBois E., Mehta Y., Nolan A., 2014. Correlation between multiple stress creep recovery (MSCR) results and polymer modification of binder, Construction and Building Materials, 65, 184-190
- Hassan H. F., Oraimi S. A., Taha A., 2005. Evaluation of open-graded friction course mixtures containing cellulose fibers and styrene butadiene rubber polymer, Journal of Materials in Civil Engineering, 17(4), 416-422.
- Joseph K, Filho R. D. T., James B., Thomas S, Carvalho L. H., 1999. A Review on Sisal Fiber Reinforced Polymercomposites, Revista Brasileira de Engenharia Agrícola e Ambiental, 3(3), 367-379.
- Joseph K., Thomas S, 1996. Effect of Chemical Treatment on the Tensile Properties of Short Sisal Fiber-Reinforced Polyethylene Composites, Polymer, 37 (23), 5139-5149.
- Kacar A., 2018. Atık Kağıt Katkılı Çimento Harçlarının Mekanik Özellikleri, Mühendislik Bilimleri ve Tasarım Dergisi, 6 (1), 1-6.
- Khattak M. J., Khattab A., Rizvi H. R., Zhang P., 2012. The impact of carbon nano-fiber modification on asphalt binder rheology, Construction and Building Materials, 30, 257-264
- Li Y., Mai Y. W., Ye L., 2000. Sisal Fiber and Its Composites: a Review of Recent Developments, Composites Science and Technology, 60, 2037-2055.
- Lottman, 1982. R.P. NCHRP Report 246: Predicting Moisture-Induced Damage to Asphaltic Concrete—Field Evaluation. In Transportation Research Board, National Research Council. Washington, D.C.
- Morova N., Serin S., Terzi S., Saltan M., Ozdemir Kucukcapraz D., Sargin Karahancer S., Eriskin E., 2016. Utility of polyparaphenylene terephtalamide fiber in hot mix asphalt as a fiber, Construction and Building Materials, 107, 87-94
- Mukherjee P. S., Satyanarayana K. G., 1984. Structure and Properties of Some Vegetable Fibers Part 1 Sisal Fiber, Journal of Materials Science, 19, 3925-3934.
- Mwaikambo L. Y., Ansell M. P., 2002. Chemical Modification of Hemp, Sisal, Jute, and Kapok Fibers by Alkalization, Journal of Applied Polymer Science, 84(12), 2222-2234.
- Oladele I. O., Daramola O. O., Fasooto S., 2014. Effect of Chemical Treatment on the Mechanical Properties of Sisal Fiber Reinforced Polyester Composites, Leonardo Electronic Journal of Practices and Technologies, 24, 1-12.
- Ondurucu A., Karacan A., 2018. Tabakalı Cam Elyaf/Epoksi̇ Kompozi̇tleri̇n Darbe Davranışının Deneysel Olarak İncelenmesi̇, Mühendislik Bilimleri ve Tasarım Dergisi 6 (3), 435 – 447.
- Serin S., Morova N., Saltan M., Terzi S., 2012. Investigation of usability of steel fibers in asphalt concrete mixtures, Construction and Building Materials, 36, 238-244.
- Yilmaz M., Kok B. V., Kuloglu N., 2011. Effects of using asphaltite as filler on mechanical properties of hot mix asphalt, Construction and Building Materials, 25, 4279-4286.
Year 2019,
Volume: 7 Issue: 4, 906 - 912, 19.12.2019
Abstract
Bitümlü Sıcak Karışımlar (BSK) karayolu inşasında yaygın olarak
kullanılmaktadır. Diğer üstyapı
türlerine göre yatırım maliyetinin düşük olmasına rağmen, sıklıkla çevresel
koşullardan dolayı bakım ve rehabilitasyona (B&R) ihtiyaç duymaktadır.
B&R için ihtiyaç duyulan süreyi uzatmak için BSK içerisinde lif
kullanılabilmektedir. Bu çalışmada, sisal (agave sisalana) ağaçlarının liflerinin
BSK içinde kullanılabilirliği incelenmiştir. İlk olarak Superpave karışım
tasarımı kullanılarak en iyi agrega gradasyonuna göre optimum bağlayıcı içeriği
belirlenmiştir. Daha sonra, lifler kısa (~3 cm) ve uzun (15 – 100 cm)
olmak üzere iki uzunlukta hazırlanmıştır. Hazırlanan lifler optimum bağlayıcı
içeriğine bağlı olarak farklı oranlarda (‰1, ‰2 ve ‰3, ağırlıkça) karışıma
eklenmiştir. En iyi şartlandırılmamış indirekt çekme dayanımı ‰1 kısa sisal lif
eklenen karışımlarda elde edilmiş, en iyi indirekt çekme oranı ise uzun liflerle
elde edilmiştir.
References
- AASHTO MP2, 2001. Standard specification for Superpave volumetric mix design, American Association of State Transportation and Highway Officials, Washington, D.C.
- Abo-Qudais S., Al-Shweily H., 2007. Effect of aggregate properties on asphalt mixtures stripping and creep behavior, Construction and Building Materials, 21(9), 1886-1898.
- Airey G. D., Collop A. C., Zoorob S. E., Elliott R. C., 2008. The influence of aggregate, filler and bitumen on asphalt mixture moisture damage, Construction and Building Materials, 22(9), 2015-2024.
- Atav R., Namırtı O., 2011. İpek Liflerinin Dünü ve Bugünü, Mühendislik Bilimleri ve Tasarım Dergisi, Cilt:1, Sayı:3, s.112-119.
- Cardone F., Ferotti G., Frigio F., Canestrari F., 2014. Influence of polymer modification on asphalt binder dynamic and steady flow viscosities, Construction and Building Materials, 71, 435-443.
- Cook J. G., 1984. Handbook of Textile Fibers: Natural Fibers, Merrow.
- DuBois E., Mehta Y., Nolan A., 2014. Correlation between multiple stress creep recovery (MSCR) results and polymer modification of binder, Construction and Building Materials, 65, 184-190
- Hassan H. F., Oraimi S. A., Taha A., 2005. Evaluation of open-graded friction course mixtures containing cellulose fibers and styrene butadiene rubber polymer, Journal of Materials in Civil Engineering, 17(4), 416-422.
- Joseph K, Filho R. D. T., James B., Thomas S, Carvalho L. H., 1999. A Review on Sisal Fiber Reinforced Polymercomposites, Revista Brasileira de Engenharia Agrícola e Ambiental, 3(3), 367-379.
- Joseph K., Thomas S, 1996. Effect of Chemical Treatment on the Tensile Properties of Short Sisal Fiber-Reinforced Polyethylene Composites, Polymer, 37 (23), 5139-5149.
- Kacar A., 2018. Atık Kağıt Katkılı Çimento Harçlarının Mekanik Özellikleri, Mühendislik Bilimleri ve Tasarım Dergisi, 6 (1), 1-6.
- Khattak M. J., Khattab A., Rizvi H. R., Zhang P., 2012. The impact of carbon nano-fiber modification on asphalt binder rheology, Construction and Building Materials, 30, 257-264
- Li Y., Mai Y. W., Ye L., 2000. Sisal Fiber and Its Composites: a Review of Recent Developments, Composites Science and Technology, 60, 2037-2055.
- Lottman, 1982. R.P. NCHRP Report 246: Predicting Moisture-Induced Damage to Asphaltic Concrete—Field Evaluation. In Transportation Research Board, National Research Council. Washington, D.C.
- Morova N., Serin S., Terzi S., Saltan M., Ozdemir Kucukcapraz D., Sargin Karahancer S., Eriskin E., 2016. Utility of polyparaphenylene terephtalamide fiber in hot mix asphalt as a fiber, Construction and Building Materials, 107, 87-94
- Mukherjee P. S., Satyanarayana K. G., 1984. Structure and Properties of Some Vegetable Fibers Part 1 Sisal Fiber, Journal of Materials Science, 19, 3925-3934.
- Mwaikambo L. Y., Ansell M. P., 2002. Chemical Modification of Hemp, Sisal, Jute, and Kapok Fibers by Alkalization, Journal of Applied Polymer Science, 84(12), 2222-2234.
- Oladele I. O., Daramola O. O., Fasooto S., 2014. Effect of Chemical Treatment on the Mechanical Properties of Sisal Fiber Reinforced Polyester Composites, Leonardo Electronic Journal of Practices and Technologies, 24, 1-12.
- Ondurucu A., Karacan A., 2018. Tabakalı Cam Elyaf/Epoksi̇ Kompozi̇tleri̇n Darbe Davranışının Deneysel Olarak İncelenmesi̇, Mühendislik Bilimleri ve Tasarım Dergisi 6 (3), 435 – 447.
- Serin S., Morova N., Saltan M., Terzi S., 2012. Investigation of usability of steel fibers in asphalt concrete mixtures, Construction and Building Materials, 36, 238-244.
- Yilmaz M., Kok B. V., Kuloglu N., 2011. Effects of using asphaltite as filler on mechanical properties of hot mix asphalt, Construction and Building Materials, 25, 4279-4286.
There are 21 citations in total.
Details
| Primary Language | English |
|---|---|
| Subjects | Civil Engineering |
| Journal Section | Araştırma Articlessi \ Research Articles |
| Authors | |
| Publication Date | December 19, 2019 |
| Submission Date | April 13, 2019 |
| Acceptance Date | July 16, 2019 |
| Published in Issue | Year 2019 Volume: 7 Issue: 4 |
