Araştırma Makalesi
BibTex RIS Kaynak Göster

Lif takviyeli beton yol kaplamalarının dinamik yük altındaki yorulma davranışının incelenmesi

Yıl 2023, Cilt: 13 Sayı: 4, 1009 - 1018, 15.10.2023
https://doi.org/10.17714/gumusfenbil.1279009

Öz

Tam derzli beton yollarda derzlerden süzülen yağmur suları veya drenaj sularından kaynaklı kaplama altındaki hydropumping sonucu temel tabakasında yumuşama ve sonrasında ince tanelerin yüzeye çıkması sonrası boşluklar oluşmaktadır. Temel tabakasında meydana gelen boşalmalar sonucunda, araçların tekrarlı geçişleri esnasında derz bölgelerinde kısa zamanda oluşan çatlaklar beton kaplamanın hizmet ömrünü kısaltabilmektedir. Bu çalışma kapsamında, beton yollarda meydana gelen bu bozulmalara çözüm olarak piyasada son yıllarda beton sektöründe rağbet gören lif katkılı betonun performansı araştırılmıştır. Bu amaçla lif katkılı ve yalın beton ile hazırlanan plakalar, kaplama altında meydana gelen boşalma baz alınarak tekrarlı yüklemeler altındaki davranışı dinamik yüklemeler ile deneysel olarak incelenmiştir. Liflerin betonda oluşan çatlamalara etkisi, göçme bölgesinde taşıdığı yük miktarı, deplasman performansı gibi parametreler incelenmiştir. Elde edilen sonuçlar ışığında lif katkılı betonun yalın betona göre derz bölgesindeki çatlaklara karşı daha mukavemetli olduğu tespit edilmiştir.

Teşekkür

Verdiği destek ve katkılarından dolayı KORDSA’ya (https://www.kordsa.com/tr/) teşekkür ederiz.

Kaynakça

  • Achilleos, C., Hadjimitsis, D., Neocleous, K., Pilakoutas, K., Neophytou, P.O. & Kallis, S. (2011). Proportioning of steel fibre reinforced concrete mixes for pavement construction and their impact environment and cost. Sustainability 3(7) 965-983. https://doi.org/10.3390/su3070965
  • Altera, A.Z., Bayraktar, O.Y., Bodur, B. & Kaplan, G. (2021). Investigation of the usage areas of different fiber reinforced concrete. Kastamonu University Journal of Engineering and Sciences, 7(1), 7-18. Retrieved from https://dergipark.org.tr/tr/pub/kastamonujes/issue/63105/910273
  • Altoubat, S.A., Roesler, J.R., Lange, D.A. & Rieder, K.A. (2008). Simplified method for concrete pavement design with discrete structural fibers. Construction and Building Materials, 22(3), 384–393. https://doi.org/10.1016/j.conbuildmat.2006.08.008
  • Crick, C. (2020). Crack creep and joint performance behavior of fiber reinforced concrete. Retrieved from the University of Minnesota Digital Conservancy, https://hdl.handle.net/11299/213074.
  • Eswari S., Raghunath, P.N. & Suguna K. (2008). Ductility performance of hybrid fibre reinforced concrete. American Journal of Applied Sciences 5(9),1257–1262. https://doi.org/10.3844/ajassp.2008.1257.1262
  • Ferrara, L., Park, Y.D. & Shah, S.P. (2007). A method for mix-design of fiber-reinforced self-compacting concrete. Cement and Concrete Research, 37(6), 957–971. https://doi.org/10.1016/j.cemconres.2007.03.014
  • Harrington vd. (2018). Guide for concrete pavement distress assessments and solutions: Identification, causes, prevention, and repair. National Concrete Pavement Technology Center Iowa State University. 2711 South Loop Drive, Suite 4700 Ames, IA 50010-8664, USA.
  • Jamwal, V. & Singh, P. (2018). Use of glass fiber in pavement quality concrete slab. International Journal of Advance Research, Ideas and Innovations in Technology, 4(2), 1949–54.
  • Karakurt, C. & Arslan, A. T. (2017). Properties of concrete pavements produced with different type of fibers. Journal of the Turkish Chemical Society Section B: Chemical Engineering, Özel Sayı 2, 17-24. Retrieved from https://dergipark.org.tr/en/pub/jotcsb/issue/32201/369583
  • Khan, M., Rehman, A. & Ali, M. (2020). Efficiency of silica-fume content in plain and natural fiber reinforced concrete for concrete road. Construction and Building Materials 244(2020), 118382. https://doi.org/10.1016/j.conbuildmat.2020.118382
  • Kordsa. (t.y.). https://www.kordsa.com/tr/urunler/detay/insaat-guclendirme/287/367/0
  • LaHucik, J., Dahal, S., Roesler, J. & Amirkhanian, A.N. (2017). Mechanical properties of roller-compacted concrete with macro-fibers. Construction and Building Materials, 135, 440–446. https://doi.org/10.1016/j.conbuildmat.2016.12.212.
  • Öztürk, O. & Özyurt, N. (2022). Sustainability and cost-effectiveness of steel and polypropylene fiber reinforced concrete pavement mixtures. Journal of Cleaner Production, 363(2022), 132582. https://doi.org/10.1016/j.jclepro.2022.132582
  • Patel, M.J. & Kulkarni, S.M. (2013). Effect of polypropylene fibre on the high strength concrete. Journal of Information, Knowledge and Research in Civil Engineering, 2(2), 125-129.
  • Rooholamini, H., Hassani, A. & Aliha, M.R.M. (2018). Evaluating the effect of macro-synthetic fibre on the mechanical properties of roller-compacted concrete pavement using response surface methodology. Construction and Building Materials, 159, 517–529. https://doi.org/10.1016/j.conbuildmat.2017.11.002
  • Shakir, H. M., Al-Tameemi, A. F. & Al-Azzawi, A. A. (2021). A review on hybrid fiber reinforced concrete pavements technology. Journal of Physics: Conference Series 1895(2021), 012053. doi:10.1088/1742-6596/1895/1/012053
  • Yuvaraj, B. & Irshad, M. (2015). Effect of dynamic load on rigid pavement. International Journal of Engineering Research & Technology, 4(03), 287–90. http://dx.doi.org/10.17577/IJERTV4IS030387

Investigation of fatigue behavior of fiber reinforced concrete pavements under dynamic load

Yıl 2023, Cilt: 13 Sayı: 4, 1009 - 1018, 15.10.2023
https://doi.org/10.17714/gumusfenbil.1279009

Öz

In full-joint concrete roads, as a result of hydropumping under the pavement caused by rain water or drainage water filtered from the joints, cavities are formed after softening in the foundation layer and then the emergence of fine grains to the surface. As a result of the discharges in the foundation layer, cracks that occur in the joint areas during the repeated passage of vehicles can shorten the service life of the concrete pavement. Within the scope of this study, the performance of fiber-added concrete, which has been in demand in the concrete sector in recent years, has been investigated as a solution to these deteriorations in concrete roads. For this purpose, the behavior of plates prepared with fiber-reinforced and plain concrete under cyclic loading was investigated experimentally with dynamic loading, based on the discharge occurring under the pavement. Parameters such as the effect of fibers on cracking in concrete, the amount of load carried in the collapse zone, and displacement performance were investigated. In the light of the results obtained, it has been determined that fiber reinforced concrete is more resistant to cracks in the joint area than plain concrete.

Kaynakça

  • Achilleos, C., Hadjimitsis, D., Neocleous, K., Pilakoutas, K., Neophytou, P.O. & Kallis, S. (2011). Proportioning of steel fibre reinforced concrete mixes for pavement construction and their impact environment and cost. Sustainability 3(7) 965-983. https://doi.org/10.3390/su3070965
  • Altera, A.Z., Bayraktar, O.Y., Bodur, B. & Kaplan, G. (2021). Investigation of the usage areas of different fiber reinforced concrete. Kastamonu University Journal of Engineering and Sciences, 7(1), 7-18. Retrieved from https://dergipark.org.tr/tr/pub/kastamonujes/issue/63105/910273
  • Altoubat, S.A., Roesler, J.R., Lange, D.A. & Rieder, K.A. (2008). Simplified method for concrete pavement design with discrete structural fibers. Construction and Building Materials, 22(3), 384–393. https://doi.org/10.1016/j.conbuildmat.2006.08.008
  • Crick, C. (2020). Crack creep and joint performance behavior of fiber reinforced concrete. Retrieved from the University of Minnesota Digital Conservancy, https://hdl.handle.net/11299/213074.
  • Eswari S., Raghunath, P.N. & Suguna K. (2008). Ductility performance of hybrid fibre reinforced concrete. American Journal of Applied Sciences 5(9),1257–1262. https://doi.org/10.3844/ajassp.2008.1257.1262
  • Ferrara, L., Park, Y.D. & Shah, S.P. (2007). A method for mix-design of fiber-reinforced self-compacting concrete. Cement and Concrete Research, 37(6), 957–971. https://doi.org/10.1016/j.cemconres.2007.03.014
  • Harrington vd. (2018). Guide for concrete pavement distress assessments and solutions: Identification, causes, prevention, and repair. National Concrete Pavement Technology Center Iowa State University. 2711 South Loop Drive, Suite 4700 Ames, IA 50010-8664, USA.
  • Jamwal, V. & Singh, P. (2018). Use of glass fiber in pavement quality concrete slab. International Journal of Advance Research, Ideas and Innovations in Technology, 4(2), 1949–54.
  • Karakurt, C. & Arslan, A. T. (2017). Properties of concrete pavements produced with different type of fibers. Journal of the Turkish Chemical Society Section B: Chemical Engineering, Özel Sayı 2, 17-24. Retrieved from https://dergipark.org.tr/en/pub/jotcsb/issue/32201/369583
  • Khan, M., Rehman, A. & Ali, M. (2020). Efficiency of silica-fume content in plain and natural fiber reinforced concrete for concrete road. Construction and Building Materials 244(2020), 118382. https://doi.org/10.1016/j.conbuildmat.2020.118382
  • Kordsa. (t.y.). https://www.kordsa.com/tr/urunler/detay/insaat-guclendirme/287/367/0
  • LaHucik, J., Dahal, S., Roesler, J. & Amirkhanian, A.N. (2017). Mechanical properties of roller-compacted concrete with macro-fibers. Construction and Building Materials, 135, 440–446. https://doi.org/10.1016/j.conbuildmat.2016.12.212.
  • Öztürk, O. & Özyurt, N. (2022). Sustainability and cost-effectiveness of steel and polypropylene fiber reinforced concrete pavement mixtures. Journal of Cleaner Production, 363(2022), 132582. https://doi.org/10.1016/j.jclepro.2022.132582
  • Patel, M.J. & Kulkarni, S.M. (2013). Effect of polypropylene fibre on the high strength concrete. Journal of Information, Knowledge and Research in Civil Engineering, 2(2), 125-129.
  • Rooholamini, H., Hassani, A. & Aliha, M.R.M. (2018). Evaluating the effect of macro-synthetic fibre on the mechanical properties of roller-compacted concrete pavement using response surface methodology. Construction and Building Materials, 159, 517–529. https://doi.org/10.1016/j.conbuildmat.2017.11.002
  • Shakir, H. M., Al-Tameemi, A. F. & Al-Azzawi, A. A. (2021). A review on hybrid fiber reinforced concrete pavements technology. Journal of Physics: Conference Series 1895(2021), 012053. doi:10.1088/1742-6596/1895/1/012053
  • Yuvaraj, B. & Irshad, M. (2015). Effect of dynamic load on rigid pavement. International Journal of Engineering Research & Technology, 4(03), 287–90. http://dx.doi.org/10.17577/IJERTV4IS030387
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Cumhur Kanbak 0009-0008-3174-5319

Sedat Ozcanan 0000-0002-8504-7611

Muhammet Vefa Akpınar 0000-0001-7912-8274

Ali Atahan 0000-0002-4800-4022

Yayımlanma Tarihi 15 Ekim 2023
Gönderilme Tarihi 7 Nisan 2023
Kabul Tarihi 2 Eylül 2023
Yayımlandığı Sayı Yıl 2023 Cilt: 13 Sayı: 4

Kaynak Göster

APA Kanbak, C., Ozcanan, S., Akpınar, M. V., Atahan, A. (2023). Lif takviyeli beton yol kaplamalarının dinamik yük altındaki yorulma davranışının incelenmesi. Gümüşhane Üniversitesi Fen Bilimleri Dergisi, 13(4), 1009-1018. https://doi.org/10.17714/gumusfenbil.1279009