Araştırma Makalesi
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Yıl 2022, Cilt 5, Sayı 1, 13 - 27, 30.06.2022
https://doi.org/10.47137/uujes.1066375

Öz

Kaynakça

  • [1] Hamzah, M. O., Hasan, M. M., & Van Bochove, G. (2012, June). Rational control parameters for determination of design binder content of porous asphalt. In 5th Eurasphalt & Eurobitume Congress.
  • [2] Ruiz, A., Mixture Design, p. 309, 1997
  • [3] Alvarez, A. E., Martin, A. E., Estakhri, C. K., Button, J. W., Glover, C. J., & Jung, S. H. (2006). Synthesis of Current Practice on the Design. Construction, and Maintenance of Porous Friction Courses.
  • [4] Kandhal, P. S. (2002). Design, construction, and maintenance of open-graded asphalt friction courses. National Asphalt Pavement Association.
  • [5] Watson, D. E., Ann Moore, K., Williams, K., & Allen Cooley Jr, L. (2003). Refinement of new-generation open-graded friction course mix design. Transportation Research Record, 1832(1), 78-85.
  • [6] Watson, D. E., Cooley Jr, L. A., Ann Moore, K., & Williams, K. (2004). Laboratory performance testing of open-graded friction course mixtures. Transportation Research Record, 1891(1), 40-47.
  • [7] Alvarez, A. E., Martin, A. E., & Estakhri, C. (2011). A review of mix design and evaluation research for permeable friction course mixtures. Construction and Building Materials, 25(3), 1159-1166.
  • [8] Ma, X., Wang, H., & Zhou, P. (2020). Novel Gradation Design of Porous Asphalt Concrete with Balanced Functional and Structural Performances. Applied Sciences, 10(20), 7019.
  • [9] Sengoz, B., & Isikyakar, G. (2008). Analysis of styrene-butadiene-styrene polymer modified bitumen using fluorescent microscopy and conventional test methods. Journal of hazardous materials, 150(2), 424-432.
  • [10] Topal, A. (2010). Evaluation of the properties and microstructure of plastomeric polymer modified bitumens. Fuel Processing Technology, 91(1), 45-51.
  • [11] Almusawi, A., Sengoz, B., & Topal, A. (2021). Evaluation of mechanical properties of different asphalt concrete types in relation with mixing and compaction temperatures. Construction and Building Materials, 268, 121140.
  • [12] Ozdemir, D. K., Topal, A., McNally, T. (2021). Relationship between microstructure and phase morphology of SBS modified bitumen with processing parameters studied using atomic force microscopy. Construction and Building Materials, 268, 121061.
  • [13] Kaya, D., Topal, A., Gupta, J., McNally, T. (2020). Aging effects on the composition and thermal properties of styrene-butadiene-styrene (SBS) modified bitumen. Construction and Building Materials, 235, 117450.

Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods

Yıl 2022, Cilt 5, Sayı 1, 13 - 27, 30.06.2022
https://doi.org/10.47137/uujes.1066375

Öz

In recent years, studies on porous asphalt have gained more importance and countries are conducting various studies in order to improve the engineering properties of this type of pavement. As a result of these studies, each country developed its own standard and therefore different optimum bitumen content (OBC) determination methods emerged. This paper investigates the determination of the optimum bitumen content of porous asphalt samples prepared by using different aggregate types and polymers by the methods implemented in Turkey and in other countries. The results have shown that the application of each method yielded different bitumen content.

Kaynakça

  • [1] Hamzah, M. O., Hasan, M. M., & Van Bochove, G. (2012, June). Rational control parameters for determination of design binder content of porous asphalt. In 5th Eurasphalt & Eurobitume Congress.
  • [2] Ruiz, A., Mixture Design, p. 309, 1997
  • [3] Alvarez, A. E., Martin, A. E., Estakhri, C. K., Button, J. W., Glover, C. J., & Jung, S. H. (2006). Synthesis of Current Practice on the Design. Construction, and Maintenance of Porous Friction Courses.
  • [4] Kandhal, P. S. (2002). Design, construction, and maintenance of open-graded asphalt friction courses. National Asphalt Pavement Association.
  • [5] Watson, D. E., Ann Moore, K., Williams, K., & Allen Cooley Jr, L. (2003). Refinement of new-generation open-graded friction course mix design. Transportation Research Record, 1832(1), 78-85.
  • [6] Watson, D. E., Cooley Jr, L. A., Ann Moore, K., & Williams, K. (2004). Laboratory performance testing of open-graded friction course mixtures. Transportation Research Record, 1891(1), 40-47.
  • [7] Alvarez, A. E., Martin, A. E., & Estakhri, C. (2011). A review of mix design and evaluation research for permeable friction course mixtures. Construction and Building Materials, 25(3), 1159-1166.
  • [8] Ma, X., Wang, H., & Zhou, P. (2020). Novel Gradation Design of Porous Asphalt Concrete with Balanced Functional and Structural Performances. Applied Sciences, 10(20), 7019.
  • [9] Sengoz, B., & Isikyakar, G. (2008). Analysis of styrene-butadiene-styrene polymer modified bitumen using fluorescent microscopy and conventional test methods. Journal of hazardous materials, 150(2), 424-432.
  • [10] Topal, A. (2010). Evaluation of the properties and microstructure of plastomeric polymer modified bitumens. Fuel Processing Technology, 91(1), 45-51.
  • [11] Almusawi, A., Sengoz, B., & Topal, A. (2021). Evaluation of mechanical properties of different asphalt concrete types in relation with mixing and compaction temperatures. Construction and Building Materials, 268, 121140.
  • [12] Ozdemir, D. K., Topal, A., McNally, T. (2021). Relationship between microstructure and phase morphology of SBS modified bitumen with processing parameters studied using atomic force microscopy. Construction and Building Materials, 268, 121061.
  • [13] Kaya, D., Topal, A., Gupta, J., McNally, T. (2020). Aging effects on the composition and thermal properties of styrene-butadiene-styrene (SBS) modified bitumen. Construction and Building Materials, 235, 117450.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik, Ortak Disiplinler
Bölüm Articles
Yazarlar

Ahmet Buğra İBİŞ>
DOKUZ EYLÜL ÜNİVERSİTESİ, FEN BİLİMLERİ ENSTİTÜSÜ
0000-0001-9433-9600
Türkiye


Burak SENGOZ>
DOKUZ EYLUL UNIVERSITY
0000-0003-0684-4880
Türkiye


Ali ALMUSAWİ>
CANKAYA UNIVERSITY
0000-0002-4507-2492
Türkiye


Derya KAYA ÖZDEMİR> (Sorumlu Yazar)
DOKUZ EYLÜL ÜNİVERSİTESİ
0000-0003-1517-9405
Türkiye


Ali TOPAL>
DOKUZ EYLUL UNIVERSITY
0000-0002-2601-1926
Türkiye

Yayımlanma Tarihi 30 Haziran 2022
Gönderilme Tarihi 2 Şubat 2022
Kabul Tarihi 23 Mart 2022
Yayınlandığı Sayı Yıl 2022, Cilt 5, Sayı 1

Kaynak Göster

Bibtex @araştırma makalesi { uujes1066375, journal = {Usak University Journal of Engineering Sciences}, eissn = {2651-3447}, address = {uujes@usak.edu.tr}, publisher = {Uşak Üniversitesi}, year = {2022}, volume = {5}, number = {1}, pages = {13 - 27}, doi = {10.47137/uujes.1066375}, title = {Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods}, key = {cite}, author = {İbiş, Ahmet Buğra and Sengoz, Burak and Almusawi, Ali and Kaya Özdemir, Derya and Topal, Ali} }
APA İbiş, A. B. , Sengoz, B. , Almusawi, A. , Kaya Özdemir, D. & Topal, A. (2022). Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods . Usak University Journal of Engineering Sciences , 5 (1) , 13-27 . DOI: 10.47137/uujes.1066375
MLA İbiş, A. B. , Sengoz, B. , Almusawi, A. , Kaya Özdemir, D. , Topal, A. "Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods" . Usak University Journal of Engineering Sciences 5 (2022 ): 13-27 <https://dergipark.org.tr/tr/pub/uujes/issue/70946/1066375>
Chicago İbiş, A. B. , Sengoz, B. , Almusawi, A. , Kaya Özdemir, D. , Topal, A. "Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods". Usak University Journal of Engineering Sciences 5 (2022 ): 13-27
RIS TY - JOUR T1 - Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods AU - Ahmet Buğraİbiş, BurakSengoz, AliAlmusawi, DeryaKaya Özdemir, AliTopal Y1 - 2022 PY - 2022 N1 - doi: 10.47137/uujes.1066375 DO - 10.47137/uujes.1066375 T2 - Usak University Journal of Engineering Sciences JF - Journal JO - JOR SP - 13 EP - 27 VL - 5 IS - 1 SN - -2651-3447 M3 - doi: 10.47137/uujes.1066375 UR - https://doi.org/10.47137/uujes.1066375 Y2 - 2022 ER -
EndNote %0 Usak University Journal of Engineering Sciences Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods %A Ahmet Buğra İbiş , Burak Sengoz , Ali Almusawi , Derya Kaya Özdemir , Ali Topal %T Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods %D 2022 %J Usak University Journal of Engineering Sciences %P -2651-3447 %V 5 %N 1 %R doi: 10.47137/uujes.1066375 %U 10.47137/uujes.1066375
ISNAD İbiş, Ahmet Buğra , Sengoz, Burak , Almusawi, Ali , Kaya Özdemir, Derya , Topal, Ali . "Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods". Usak University Journal of Engineering Sciences 5 / 1 (Haziran 2022): 13-27 . https://doi.org/10.47137/uujes.1066375
AMA İbiş A. B. , Sengoz B. , Almusawi A. , Kaya Özdemir D. , Topal A. Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods. UUJES. 2022; 5(1): 13-27.
Vancouver İbiş A. B. , Sengoz B. , Almusawi A. , Kaya Özdemir D. , Topal A. Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods. Usak University Journal of Engineering Sciences. 2022; 5(1): 13-27.
IEEE A. B. İbiş , B. Sengoz , A. Almusawi , D. Kaya Özdemir ve A. Topal , "Determination of Optimum Bitumen Content in Porous Asphalt Pavement by Different Methods", Usak University Journal of Engineering Sciences, c. 5, sayı. 1, ss. 13-27, Haz. 2022, doi:10.47137/uujes.1066375

An international scientific e-journal published by the University of Usak