Araştırma Makalesi
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ASFALT KAPLAMALARDA TABAKA KALINLIĞININ ETKİSİNİN ARAŞTIRILMASI

Yıl 2022, Cilt: 10 Sayı: 1, 61 - 73, 23.03.2022
https://doi.org/10.21923/jesd.930124

Öz

Bu çalışmada, arazi koşullarında gerçek silindir sıkıştırması ile üretilerek yaşlanmış kaplamaların kalınlıklarının deformasyon, çatlama direnci ve su hasarı direnci üzerindeki etkileri araştırılmıştır. Kullanılan örnekler, 40mm ile 90mm arasında değişen kalınlıklarda, yol kaplamasından kesilerek alınmıştır. Hamburg tekerlek izi deneyi, deformasyon kontrollü kiriş eğilme deneyi ve tekrarlı-yük kontrollü kiriş eğilme deneyi kaplama örneklerine yapılmıştır. Kaplama özelliklerinin kalınlık değişiminden önemli oranda etkilendiği görülmüştür. Kaplama kalınlığının artması ile deformasyon miktarı da artmış ancak Hamburg tekerlek izi deneyinden elde edilen deformasyon ve su hasarı direnci ile kaplama kalınlığı arasında yüksek korelasyon oluşmamıştır. Hamburg tekerlek izi deneyinde 70mm’den daha kalın örneklerde soyulma büküm noktaları oluşmuştur. Deformasyon kontrollü ve tekrarlı yük kontrollü kiriş eğilme deneylerinde, kaplama kalınlığının artması ile kırılmaya neden olan yük ve aynı miktarda deformasyonun oluşması için gereken yük te artmıştır. Regresyon analizlerinde, kırılma yükü-kaplama kalınlığı ve deformasyon-kaplama kalınlığı arasındaki ilgileşimde sırasıyla R2=0.9734 ve R2=0.9859 korelasyon katsayıları oluşmuştur.

Kaynakça

  • Abdelsalam, M., Yue, Y., Khater, A., Luo, D., Musanyufu, J., Qin, X., 2020. Laboratory study on the performance of asphalt mixes modified with a novel composite of diatomite powder and lignin fiber. Applied Sciences, 10, 16, 5517.
  • Aschenbrener, T. 1995. Evaluation of Hamburg wheel tracking device to predict moisture damage in hot-mix asphalt. Transportation Research Record 1492, TRB, National Research Council, Washington, D.C., 193–201.
  • Batioja-Alvarez, D., Lee, J., Rahbar-Rastegar, R., Haddock, J. E., 2020. Asphalt mixture quality acceptance using the Hamburg wheel-tracking test. Transportation Research Record, 2674, 8, 338-349.
  • Beecroft, A., Petho, L., 2015. Commissioning of Hamburg wheel tracking device (HWTD), Final Report. Proje, 007180.
  • Behbahani, H., Mohammad Aliha, M.R., Fazaeli, H., Aghajani, S. Experimental fracture toughness study for some modified asphalt mixtures. Adv. Mater. Res. 2013, 723, 337–344.
  • Dai, X., Jia, Y., Wang, S., Gao, Y., 2020. Evaluation of the rutting performance of the field specimen using the Hamburg wheel-tracking test and dynamic modulus test. Advances in Civil Engineering.
  • Ghos, S., 2020. Evaluation of causes of transverse and fatigue cracking in flexible pavements using laboratory and field testing and PMED simulation. Master of Science, University of Oklahoma Norman, Oklahoma.
  • He, D., Yang, W., 2018. Effect of thickness of gravel base and asphalt pavement on road deformation, Advances in Civil Engineering, 2018, 1-7.
  • İskender, E., 2008. Koşullandırma sistemlerinin geleneksel ve modifiye asfalt karışımlar üzerindeki etkilerinin araştırılması, Doktora Tezi, Karadeniz Teknik Üniversitesi, Fen Bilimleri Enstitüsü, Trabzon.
  • Jaczewski, M., Judycki, J., Jaskuła, P., 2016. Low-temperature properties of high modulus asphalt concrete (ACWMS) in three-point bending test. Journal of Civil Engineering, Environment and Architecture. 33, 217–224.
  • Judycki, J., 1990. Bending test of asphaltic mixtures under statical loading. In Proceedings of the 4th International Symposium on the Role of Mechanical Tests for the Characterization, Budapest, Hungary, 23–25 October 1990, 207–227.
  • Judycki, J., Cyske, W., Pszczola, M., 2001. Strength and stiffness at low temperature of asphalt concrete of increased resistance to rutting. In Proceedings of the VII International Conference, Durable and Safe Pavement Structures, Kielce, Poland, 8–9 May 2001, 83–90.
  • Karahançer, Ş., Erişkin, E., Çapalı, B., Saltan, M., Terzi, S., 2018. Superpave volumetrıc mix design of hot mix asphalt: case study of Isparta. Mühendislik Bilimleri ve Tasarım Dergisi, 6, 1, 108-117.
  • Katanalp, B. Y., Yıldırım, Z. B., Karacasu, M., İbrikçi, T., 2019. Atık kömür katkılı asfalt betonu performans karakteristiklerinin yapay sinir ağları ve merkezi kompozit tasarım yöntemleri kullanılarak karşılaştırılması. Mühendislik Bilimleri ve Tasarım Dergisi, 7, 3, 680-688.
  • KGM, 2006. Karayolları Genel Müdürlüğü, Karayolu Teknik Şartnamesi, Yayın No: 267, KGM Yayınları, Ankara.
  • Mackiewicz, P., 2018. Fatigue cracking in road pavement. In IOP Conference Series: Materials Science and Engineering, 356, 1.
  • Mahmoodinia, N., Molayem, M., Fardealirezaei, A., 2016. investigating the permanent deformation behavior of asphalt concrete mixtures in repeated load creep tests, In International Conference on Transportation and Development, 981-992.
  • Marasteanu, M.O., Dai, S., Labuz, J.F., Li, X., 2002. Determining the low-temperature fracture toughness of asphalt mixtures. Transportation Research Record, 1789, 191–199.
  • MGM, 2021. Meteoroloji Genel Müdürlüğü resmi web sitesi, https://www.mgm.gov.tr/veridegerlendirme/il-ve-ilceler-istatistik.aspx?k=undefined&m=TRABZON (erişim tarihi: 10.08.2021)
  • Pszczola, M., Jaczewski, M., Rys, D., Jaskula, P., Szydlowski, C., 2018. Evaluation of asphalt mixture low-temperature performance in bending beam creep test. Materials (Basel). 11(1):100.
  • Pszczola, M., Szydlowski, C., 2018. Influence of bitumen type and asphalt mixture composition on low-temperature strength properties according to various test methods. Materials, 11, 11, 2118.
  • Racz, Z. S., Vas, L. M., 2005. Relationship between the flexural properties and specimen aspect ratio in unidirectional composites, Composite Interfaces, 12, 3-4, 325-339.
  • Radhakrishnan, V., Chowdari, G. S., Reddy, K. S., Chattaraj, R., 2019. Evaluation of wheel tracking and field rutting susceptibility of dense bituminous mixes, Road Materials and Pavement Design, 20, 1, 90-109.
  • Şengöz, B., Ağar, E., 2005. Asfalt film kalınlığının bitümlü karışımların yaşlanmasına etkisi, İTÜ Dergisi/d, 4, 1, 71-82.
  • Valle, P.D., Thom, N., 2016. Reliability in pavement design, In 6th Eurasphalt & Eurobitume Congress, Prague.
  • Valle, P.D., Thom, N., 2020. Pavement layer thickness variability evaluation and effect on performance life, International Journal of Pavement Engineering, 21, 7, 930-938.
  • Wagoner, M. P., Buttlar, W. G., Paulino, G. H., Blankenship, P., 2005. Investigation of the fracture resistance of hot-mix asphalt concrete using a disk-shaped compact tension test. Transportation Research Record, 1929, 1, 183-192.
  • Walubita, L. F., Fuentes, L., Prakoso, A., Pianeta, L. M. R., Komba, J. J., Naik, B., 2020. Correlating the HWTT laboratory test data to field rutting performance of in-service highway sections, Construction and Building Materials, 236, 117552.
  • Xu, W., Wei, X., Wei, J., Chen, Z., 2020. Experimental evaluation of the influence of aggregate strength on the flexural cracking behavior of epoxy asphalt mixtures, Materials, 13, 8, 1876.
  • Yıldırım, Y., Jayawickrama, P.W., Hossain, M.S., Alhabshi, A., Yıldırım, C., Smit, A.F., Little, D., 2007. Hamburg wheel tracking database analysis. Report No. FHWA/TX-05/0-1707-7. Texas Department of Transportation, Austin, Texas.
  • Yıldırım, Y., Kennedy, T.W., 2001. Correlation of field performance to Hamburg wheel tracking device results, No. FHWA/TX-04/0-4185-1, Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin.
  • Yin, A., Yang, X., Zeng, G., Gao, H., 2014. Fracture simulation of pre-cracked heterogeneous asphalt mixture beam with movable three-point bending load, Construction and Building Materials, 65, 232-242.
  • Zhang, W., 2015. Evaluation of Field Transverse Cracking of Asphalt Pavements. Doctoral Dissertation, Washington State University.
  • Zhou, F., Chen, D. H., Scullion, T., Bilyeu, J., 2003. Case study: Evaluation of laboratory test methods to characterize permanent deformation properties of asphalt mixes, International Journal of Pavement Engineering, 4, 3, 155-164.
  • Zhu, Y., Ni, F., Li, H., 2017. Calibration and sensitivity analysis of rut prediction model for semi-rigid pavement using AASHTOWare ME design, Road Materials and Pavement Design, 18, 23–32.

INVESTIGATION OF THE EFFECT OF COURSE THICKNESS IN ASPHALT PAVEMENT

Yıl 2022, Cilt: 10 Sayı: 1, 61 - 73, 23.03.2022
https://doi.org/10.21923/jesd.930124

Öz

In this study, the effect of asphalt pavement thickness on deformation, cracking and water damage resistances was investigated on aged pavement produced by real roller compaction under field conditions. The samples used were cut from the pavement in thicknesses ranging from 40mm to 90mm. Hamburg wheel tracking test (HWTT), deformation controlled beam bending test and repeated-load controlled beam bending test were performed on pavement samples. It has been observed that the pavement properties are significantly affected by the thickness change. With the increasing thickness of the pavement, the amount of deformation also increased, but there was no high correlation between the deformation and water damage resistance obtained from the HWTT and the pavement thickness. In the HWTT, stripping behaviors were observed in samples thicker than 70mm. In deformation-controlled and repeated load-controlled beam bending tests, the load causing the fracture and the load required for the formation of the same amount of deformation increased with the increase of the pavement thickness. R2=0.9734 and R2=0.9859 correlation coefficients, respectively, were formed in the correlation between fracture load-pavement thickness and deformation-pavement thickness.

Kaynakça

  • Abdelsalam, M., Yue, Y., Khater, A., Luo, D., Musanyufu, J., Qin, X., 2020. Laboratory study on the performance of asphalt mixes modified with a novel composite of diatomite powder and lignin fiber. Applied Sciences, 10, 16, 5517.
  • Aschenbrener, T. 1995. Evaluation of Hamburg wheel tracking device to predict moisture damage in hot-mix asphalt. Transportation Research Record 1492, TRB, National Research Council, Washington, D.C., 193–201.
  • Batioja-Alvarez, D., Lee, J., Rahbar-Rastegar, R., Haddock, J. E., 2020. Asphalt mixture quality acceptance using the Hamburg wheel-tracking test. Transportation Research Record, 2674, 8, 338-349.
  • Beecroft, A., Petho, L., 2015. Commissioning of Hamburg wheel tracking device (HWTD), Final Report. Proje, 007180.
  • Behbahani, H., Mohammad Aliha, M.R., Fazaeli, H., Aghajani, S. Experimental fracture toughness study for some modified asphalt mixtures. Adv. Mater. Res. 2013, 723, 337–344.
  • Dai, X., Jia, Y., Wang, S., Gao, Y., 2020. Evaluation of the rutting performance of the field specimen using the Hamburg wheel-tracking test and dynamic modulus test. Advances in Civil Engineering.
  • Ghos, S., 2020. Evaluation of causes of transverse and fatigue cracking in flexible pavements using laboratory and field testing and PMED simulation. Master of Science, University of Oklahoma Norman, Oklahoma.
  • He, D., Yang, W., 2018. Effect of thickness of gravel base and asphalt pavement on road deformation, Advances in Civil Engineering, 2018, 1-7.
  • İskender, E., 2008. Koşullandırma sistemlerinin geleneksel ve modifiye asfalt karışımlar üzerindeki etkilerinin araştırılması, Doktora Tezi, Karadeniz Teknik Üniversitesi, Fen Bilimleri Enstitüsü, Trabzon.
  • Jaczewski, M., Judycki, J., Jaskuła, P., 2016. Low-temperature properties of high modulus asphalt concrete (ACWMS) in three-point bending test. Journal of Civil Engineering, Environment and Architecture. 33, 217–224.
  • Judycki, J., 1990. Bending test of asphaltic mixtures under statical loading. In Proceedings of the 4th International Symposium on the Role of Mechanical Tests for the Characterization, Budapest, Hungary, 23–25 October 1990, 207–227.
  • Judycki, J., Cyske, W., Pszczola, M., 2001. Strength and stiffness at low temperature of asphalt concrete of increased resistance to rutting. In Proceedings of the VII International Conference, Durable and Safe Pavement Structures, Kielce, Poland, 8–9 May 2001, 83–90.
  • Karahançer, Ş., Erişkin, E., Çapalı, B., Saltan, M., Terzi, S., 2018. Superpave volumetrıc mix design of hot mix asphalt: case study of Isparta. Mühendislik Bilimleri ve Tasarım Dergisi, 6, 1, 108-117.
  • Katanalp, B. Y., Yıldırım, Z. B., Karacasu, M., İbrikçi, T., 2019. Atık kömür katkılı asfalt betonu performans karakteristiklerinin yapay sinir ağları ve merkezi kompozit tasarım yöntemleri kullanılarak karşılaştırılması. Mühendislik Bilimleri ve Tasarım Dergisi, 7, 3, 680-688.
  • KGM, 2006. Karayolları Genel Müdürlüğü, Karayolu Teknik Şartnamesi, Yayın No: 267, KGM Yayınları, Ankara.
  • Mackiewicz, P., 2018. Fatigue cracking in road pavement. In IOP Conference Series: Materials Science and Engineering, 356, 1.
  • Mahmoodinia, N., Molayem, M., Fardealirezaei, A., 2016. investigating the permanent deformation behavior of asphalt concrete mixtures in repeated load creep tests, In International Conference on Transportation and Development, 981-992.
  • Marasteanu, M.O., Dai, S., Labuz, J.F., Li, X., 2002. Determining the low-temperature fracture toughness of asphalt mixtures. Transportation Research Record, 1789, 191–199.
  • MGM, 2021. Meteoroloji Genel Müdürlüğü resmi web sitesi, https://www.mgm.gov.tr/veridegerlendirme/il-ve-ilceler-istatistik.aspx?k=undefined&m=TRABZON (erişim tarihi: 10.08.2021)
  • Pszczola, M., Jaczewski, M., Rys, D., Jaskula, P., Szydlowski, C., 2018. Evaluation of asphalt mixture low-temperature performance in bending beam creep test. Materials (Basel). 11(1):100.
  • Pszczola, M., Szydlowski, C., 2018. Influence of bitumen type and asphalt mixture composition on low-temperature strength properties according to various test methods. Materials, 11, 11, 2118.
  • Racz, Z. S., Vas, L. M., 2005. Relationship between the flexural properties and specimen aspect ratio in unidirectional composites, Composite Interfaces, 12, 3-4, 325-339.
  • Radhakrishnan, V., Chowdari, G. S., Reddy, K. S., Chattaraj, R., 2019. Evaluation of wheel tracking and field rutting susceptibility of dense bituminous mixes, Road Materials and Pavement Design, 20, 1, 90-109.
  • Şengöz, B., Ağar, E., 2005. Asfalt film kalınlığının bitümlü karışımların yaşlanmasına etkisi, İTÜ Dergisi/d, 4, 1, 71-82.
  • Valle, P.D., Thom, N., 2016. Reliability in pavement design, In 6th Eurasphalt & Eurobitume Congress, Prague.
  • Valle, P.D., Thom, N., 2020. Pavement layer thickness variability evaluation and effect on performance life, International Journal of Pavement Engineering, 21, 7, 930-938.
  • Wagoner, M. P., Buttlar, W. G., Paulino, G. H., Blankenship, P., 2005. Investigation of the fracture resistance of hot-mix asphalt concrete using a disk-shaped compact tension test. Transportation Research Record, 1929, 1, 183-192.
  • Walubita, L. F., Fuentes, L., Prakoso, A., Pianeta, L. M. R., Komba, J. J., Naik, B., 2020. Correlating the HWTT laboratory test data to field rutting performance of in-service highway sections, Construction and Building Materials, 236, 117552.
  • Xu, W., Wei, X., Wei, J., Chen, Z., 2020. Experimental evaluation of the influence of aggregate strength on the flexural cracking behavior of epoxy asphalt mixtures, Materials, 13, 8, 1876.
  • Yıldırım, Y., Jayawickrama, P.W., Hossain, M.S., Alhabshi, A., Yıldırım, C., Smit, A.F., Little, D., 2007. Hamburg wheel tracking database analysis. Report No. FHWA/TX-05/0-1707-7. Texas Department of Transportation, Austin, Texas.
  • Yıldırım, Y., Kennedy, T.W., 2001. Correlation of field performance to Hamburg wheel tracking device results, No. FHWA/TX-04/0-4185-1, Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin.
  • Yin, A., Yang, X., Zeng, G., Gao, H., 2014. Fracture simulation of pre-cracked heterogeneous asphalt mixture beam with movable three-point bending load, Construction and Building Materials, 65, 232-242.
  • Zhang, W., 2015. Evaluation of Field Transverse Cracking of Asphalt Pavements. Doctoral Dissertation, Washington State University.
  • Zhou, F., Chen, D. H., Scullion, T., Bilyeu, J., 2003. Case study: Evaluation of laboratory test methods to characterize permanent deformation properties of asphalt mixes, International Journal of Pavement Engineering, 4, 3, 155-164.
  • Zhu, Y., Ni, F., Li, H., 2017. Calibration and sensitivity analysis of rut prediction model for semi-rigid pavement using AASHTOWare ME design, Road Materials and Pavement Design, 18, 23–32.
Toplam 35 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular İnşaat Mühendisliği
Bölüm Araştırma Makaleleri \ Research Articles
Yazarlar

Erol İskender 0000-0001-7934-839X

Alper Seymen Bu kişi benim 0000-0003-2242-603X

Atakan Aksoy 0000-0001-5232-6465

Yayımlanma Tarihi 23 Mart 2022
Gönderilme Tarihi 30 Nisan 2021
Kabul Tarihi 22 Kasım 2021
Yayımlandığı Sayı Yıl 2022 Cilt: 10 Sayı: 1

Kaynak Göster

APA İskender, E., Seymen, A., & Aksoy, A. (2022). ASFALT KAPLAMALARDA TABAKA KALINLIĞININ ETKİSİNİN ARAŞTIRILMASI. Mühendislik Bilimleri Ve Tasarım Dergisi, 10(1), 61-73. https://doi.org/10.21923/jesd.930124