Araştırma Makalesi

The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements

Cilt: 27 Sayı: 79 23 Ocak 2025
PDF İndir
EN TR

The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements

Öz

Porous asphalt (PA) is a type of pavement with an open-graded aggregate that contains higher air voids than the conventional asphalt pavements after compaction, which allows precipitation waters to infiltrate from the pavement surface to the lower layers. The particle loss in the wear layer causes surface deterioration, which affects pavement performance. In addition, the porosity nature of porous asphalt leaves the pavement under the effect of air and water continuously, which accelerates the oxidation rate and affects the surface properties of the pavement. Moreover, these factors can affect the bitumen-aggregate bond strength and cause cohesion degradation within the asphalt film, causing the bitumen to peel from aggregate. The performance of porous asphalt, particularly strength and durability, is greatly affected by compaction temperature. Higher compaction temperatures can reduce the air voids of the mix, so the required mix densities may not be achieved. In this study, the particle loss of porous asphalt samples prepared at 3 different compaction temperatures by using unmodified bitumen, SBS®, Elvaloy®, and Sasobit® modified bitumen was investigated and the optimum mixing and compaction temperature was determined.

Anahtar Kelimeler

Kaynakça

  1. [1] Kamar, F.H.A., Sarif, J.N., 2009. Proc. of 13th Conf. of the Road Eng. Ass. of Asia and Australasia (REAAA), p. 9-07.
  2. [2] Ma, X., Zhou, P., Jiang, J., Hu, X., 2020. High-temperature failure of porous asphalt mixture under wheel loading based on 2D air void structure analysis. Construction and Building Materials, Vol. 252, p. 119051. DOI: 10.1016/j.conbuildmat.2020.119051.
  3. [3] Kandhal, P.S., Mallick, R.B., 1998. Open graded friction course: state of the practice. Washington, DC, USA: Transportation Research Board, National Research Council.
  4. [4] Huber, G., 2000. Performance survey on open-graded friction course mixes. Transportation Research Board, Vol. 284.
  5. [5] Herrington, P.R., Reilly, S., Cook, S., 2005. Porous asphalt durability test. Wellington: Transfund New Zealand.
  6. [6] Kandhal, P.S., Mallick, R.B., 1999. Design of new-generation open-graded friction courses. NCAT Report, No. 99-3.
  7. [7] Luxman, N.N., Hassan, N.A., Jaya, R.P., Warid, M.M., Azahar, N.M., Mahmud, M.Z.H., Ismail, S., 2019. Effect of compaction temperature on porous asphalt performance. IOP Conference Series: Earth and Environmental Science, Vol. 244(1), p. 012011. DOI: 10.1088/1755-1315/244/1/012011.
  8. [8] Capitão, S.D., Picado-Santos, L.G., Martinho, F., 2012. Pavement engineering materials: Review on the use of warm-mix asphalt. Construction and Building Materials, Vol. 36, pp. 1016-1024. DOI: 10.1016/j.conbuildmat.2012.06.038.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Ulaştırma Mühendisliği

Bölüm

Araştırma Makalesi

Erken Görünüm Tarihi

15 Ocak 2025

Yayımlanma Tarihi

23 Ocak 2025

Gönderilme Tarihi

30 Ocak 2024

Kabul Tarihi

7 Mayıs 2024

Yayımlandığı Sayı

Yıl 2025 Cilt: 27 Sayı: 79

Kaynak Göster

APA
İbiş, A. B., Sengoz, B., Almusawi, A., Kaya Özdemir, D., & Topal, A. (2025). The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi, 27(79), 80-85. https://doi.org/10.21205/deufmd.2025277911
AMA
1.İbiş AB, Sengoz B, Almusawi A, Kaya Özdemir D, Topal A. The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements. DEUFMD. 2025;27(79):80-85. doi:10.21205/deufmd.2025277911
Chicago
İbiş, Ahmet Buğra, Burak Sengoz, Ali Almusawi, Derya Kaya Özdemir, ve Ali Topal. 2025. “The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 27 (79): 80-85. https://doi.org/10.21205/deufmd.2025277911.
EndNote
İbiş AB, Sengoz B, Almusawi A, Kaya Özdemir D, Topal A (01 Ocak 2025) The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 27 79 80–85.
IEEE
[1]A. B. İbiş, B. Sengoz, A. Almusawi, D. Kaya Özdemir, ve A. Topal, “The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements”, DEUFMD, c. 27, sy 79, ss. 80–85, Oca. 2025, doi: 10.21205/deufmd.2025277911.
ISNAD
İbiş, Ahmet Buğra - Sengoz, Burak - Almusawi, Ali - Kaya Özdemir, Derya - Topal, Ali. “The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 27/79 (01 Ocak 2025): 80-85. https://doi.org/10.21205/deufmd.2025277911.
JAMA
1.İbiş AB, Sengoz B, Almusawi A, Kaya Özdemir D, Topal A. The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements. DEUFMD. 2025;27:80–85.
MLA
İbiş, Ahmet Buğra, vd. “The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi, c. 27, sy 79, Ocak 2025, ss. 80-85, doi:10.21205/deufmd.2025277911.
Vancouver
1.Ahmet Buğra İbiş, Burak Sengoz, Ali Almusawi, Derya Kaya Özdemir, Ali Topal. The Effect of Different Mixing and Compaction Temperatures on the Particle (Cantabro) Loss in Porous Asphalt Pavements. DEUFMD. 01 Ocak 2025;27(79):80-5. doi:10.21205/deufmd.2025277911

Bu dergi, Creative Commons Atıf-GayriTicari 4.0 Uluslararası Lisansı (CC BY-NC 4.0) altında lisanslanmıştır.

download?token=eyJhdXRoX3JvbGVzIjpbXSwiZW5kcG9pbnQiOiJmaWxlIiwicGF0aCI6IjliNTAvMDBjMi8xZmIxLzY5MjZmZDIyOGE1NzgyLjA3MzU5MTk2LnBuZyIsImV4cCI6MTc2NDE2OTE1Nywibm9uY2UiOiJhZDRmNjNlNzdhOWYwOWQ4YTNjNGVmNGIxOTFlZWViNyJ9.4Dxgc9mc-p4Tyti8NTU5pxEfGUWeuJud1fPWxu2mUy8