Araştırma Makalesi
BibTex RIS Kaynak Göster
Yıl 2019, Cilt: 5 Sayı: 2, 93 - 100, 27.12.2019

Öz

Kaynakça

  • [1] Huang, Y., Bird, R. N., & Heidrich, O. (2007). A review of the use of recycled solid waste materials in asphalt pavements. Resources, conservation and recycling, 52(1), 58-73.
  • [2] Cetin, M., Altera A.Z.A., Bayraktar O.Y. (2019) Advanced Road Materials in Highway Infrastructure and Features. Kastamonu University Journal of Engineering and Sciences 5(1): 36-42.
  • [3] Bayraktar, O.Y. (2019). The possibility of fly ash and blast furnace slag disposal by using these environmental wastes as substitutes in portland cement. Environmental monitoring and assessment, 191(9), 560. https://doi.org/10.1007/s10661-019-7741-4
  • [4] Bayraktar, O.Y., Citoglu G.S., Belgin C.M., Cetin M. (2019). Investigation of the mechanical properties of marble dust and silica fume substituted portland cement samples under high temperature effect, Fresenius Environmental Bulletin, 28(5): 3865-3875.
  • [5] Bayraktar, O.Y., Citoglu G.S., Belgin C.M., Cetin, S., Cetin M. (2019) Investigation of effect of brick dust and silica fume on the properties of portland cement mortar, Fresenius Environmental Bulletin 28(11): 7823-7832.
  • [6] Bayraktar O.Y., Citoglu G.S., & Abo Aisha A.E.S. (2019) The use of scrap tires in the construction sector, International Journal of Trend in Research and Development, 6(1), 253-256. ISSN: 2394-9333, http://www.ijtrd.com/papers/IJTRD20299.pdf
  • [7] Bayraktar O.Y., Citoglu G.S., & Abo Aisha A.E.S. (2019) Performance research of lime based mortars, International Journal of Trend in Research and Development, 6(1), 257-259. ISSN: 2394-9333, http://www.ijtrd.com/papers/IJTRD20300.pdf
  • [8] Bayraktar, O. Y. (2012). Alternatif Sıva Harçlarının Yüksek Sıcaklık Etkisine Dayanıklılığı (Yüksek Lisans Tezi, Gazi Üniversitesi, Ankara-Türkiye).
  • [9] Bayraktar, O. Y. (2016). Puzolanik Katkı Malzemeleriyle Üretilen Harçlarda Sıcaklık Etkisİ Altında Meydana Gelebilecek Kaza Anındaki Mekanik Davranışlarının İstatistiksel Olarak Karşılaştırılması. (Doktora Tezi, Gazi Üniversitesi, Ankara-Türkiye
  • [10] Brooks, R., & Cetin, M. (2012) Application of construction demolition waste for improving performance of subgrade and subbase layers, Int. J. Res. Rev. Appl. Sci 12 (3), 375-381
  • [11] Cetin, M. (2015). Chapter 55: Using Recycling Materials for Sustainable Landscape Planning. ST. Kliment Ohridski University Press, SOFIA. Book: Environment and Ecology at the Beginning of 21st Century. Eds: Recep Efe, Carmen Bizzarri, İsa Cürebal, Gulnara N. Nyusupova, ISBN:978-954-07-3999-1, pp.783-788.
  • [12] Cetin, M. (2015). Consideration of permeable pavement in landscape architecture, Journal of Environmental Protection and Ecology 16 (1), 385-392
  • [13] Cetin, M. (2013). Chapter 27: Landscape Engineering, Protecting Soil, and Runoff Storm Water. InTech-Open Science-Open Minds. Book: Advances in Landscape Architecture-Environmental Sciences. Eds: Murat Ozyavuz, , ISBN 978-953-51-1167-2, pp.697-722.
  • [14] Cetin, M. (2013). Pavement design with porous asphalt, Temple University, Ph.D. Thesis, Philadelphia, USA.
  • [15] Cetin, M., Adiguzel, F., Kaya, O., Sahap, A. (2018) Mapping of bioclimatic comfort for potential planning using GIS in Aydin. Environment, Development and Sustainability. 20(1), 361-375.
  • [16] Cetin, M. (2017) Change in Amount of Chlorophyll in Some Interior Ornamental Plants. Kas-tamonu University Journal of Engineering and Sciences. 3(1), 11-19. [17] Kaya, E., Agca, M., Adiguzel, F., Cetin, M. (2019) Spatial data analysis with R programming for environment. Human and Ecological Risk Assessment: An International Journal 25 (6): 1521-1530. https://www.tandfonline.com/doi/full/10.1080/10807039.2018.1470896
  • [18] Cetin, M. (2019). The effect of urban planning on urban formations determining bioclimatic comfort area's effect using satellitia imagines on air quality: a case study of Bursa city. (2019), pp. 1-13. Air Quality, Atmosphere & Health, 2019. Air Qual Atmos Health (2019). https://doi.org/10.1007/s11869-019-00742-4 https://rd.springer.com/article/10.1007/s11869-019-00742-4
  • [19] Cetin, M., Adiguzel, F., Gungor, S., Kaya, E., Sancar, M.S. (2019) Evaluation of thermal climatic region areas in terms of building density in urban management and planning for Burdur, Turkey. Air Quality Atmosphere & Health (Air Qual Atmos Health) 12 (9): 1103-1112. https://doi.org/10.1007/s11869-019-00727-3; https://link.springer.com/content/pdf/10.1007%2Fs11869-019-00727-3.pdf
  • [20] Ahmadinia, E., Zargar, M., Karim, M. R., Abdelaziz, M., & Shafigh, P. (2011). Using waste plastic bottles as additive for stone mastic asphalt. Materials & Design, 32(10), 4844-4849.
  • [21] Ahmadinia, E., Zargar, M., Karim, M. R., Abdelaziz, M., and Ahmadinia, E. (2012). Execution assessment of use of waste Polyethylene Terephthalate (PET) in stone mastic asphalt. Development and Building Materials, 36, 984-989.
  • [22] Hınıslıoğlu, S., and Ağar, E. (2004). Utilization of waste high thickness polyethylene as bitumen modifier in asphalt solid blend. Materials letters, 58(3-4), 267-271.
  • [23] Jain, P. K., Kumar, S., and Sengupta, J. B. (2011). Alleviation of rutting in bituminous streets by utilization of waste polymeric bundling materials.
  • [24] Al-Mehthel, M., Wahhab, H. I. A. An., and Hussein, I. A. (2013). U.S. Patent No. 8,444,761. Washington, DC: U.S. Patent and Trademark Office.
  • [25] Hansen, K. R., McGennis, R. B., Prowell, B. R. I. A. N., and Stonex, A. N. N. E. (2000). Present and future employments of non-bituminous parts of bituminous clearing blends. Transportation in the New Millennium.
  • [26] Yang, X., You, Z., Dai, Q., and Mills-Beale, J. (2014). Mechanical execution of asphalt blends adjusted by bio-oils got from waste wood assets. Development and Building Materials, 51, 424-431.
  • [27] Kalantar, Z. N., Karim, M. R., and Mahrez, A. (2012). An audit of utilizing waste and virgin polymer in asphalt. Development and Building Materials, 33, 55-62.
  • [28] Chandra, S., and Choudhary, R. (2012). Execution qualities of bituminous cement with modern squanders as filler. Diary of materials in structural building, 25(11), 1666-1673.
  • [29] McNally, T. (Ed.). (2011). Polymer adjusted bitumen: Properties and characterisation. Elsevier.
  • [30] Brooks, R. M., Jyothsna, K. S., & Cetin, M. (2012). Interrupted case method for teaching ethics in transportation engineering and systems management course. In American Society for Engineering Education. American Society for Engineering Education.
  • [31] Cetin, M., Brooks, R. M., & Udo-Inyang, P. (2012). An innovative design methodology of pavement design by limiting surface deflection. International Journal of Research and Reviews in Applied Sciences, 13(2).
  • [32] Cetin, M., Brooks, R. M., & Udo-Inyang, P. (2012). A comparative study between the results of an innovative design methodology by limiting surface deflection and AASHTO design method. Int J Recent Res Appl Stud, 13, 611-616.
  • [33] Shu, X., and Huang, B. (2014). Reusing of waste tire elastic in asphalt and portland cement concrete: A review. Development and Building Materials, 67, 217-224.
  • [34] Grzybowski, K. F. (1993). U.S. Patent No. 5,217,530. Washington, DC: U.S. Patent and Trademark Office.
  • [35] Borhan, M. N., Ismail, An., and Rahmat, R. A. (2010). Assessment of palm oil fuel fiery remains (POFA) on asphalt blends. Australian Journal of Basic and Applied Sciences, 4(10), 5456-5463.
  • [36] Presti, D. L. (2013). Reused tire elastic adjusted bitumens for street asphalt blends: A writing audit. Development and Building Materials, 49, 863-881.
  • [37] Pasetto, M., and Baldo, N. (2010). Test assessment of superior base course and street base asphalt concrete with electric bend heater steel slags. Diary of dangerous materials, 181(1-3), 938-948.
  • [38] Arabani, M., Tahami, S. An., and Taghipoor, M. (2017). Research facility examination of hot blend asphalt containing waste materials. Street Materials and Pavement Design, 18(3), 713-729.
  • [39] Pereira, S. M., Oliveira, J. R., Freitas, E. F., and Machado, P. (2013). Mechanical execution of asphalt blends created with stopper or elastic grinds as total fractional substitutes. Development and Building Materials, 41, 209-215.
  • [40] Pasetto, M., and Baldo, N. (2011). Blend plan and execution examination of asphalt cements with electric bend heater slag. Development and Building Materials, 25(8), 3458-3468.
  • [41] Hussein, A. A., Jaya, R. P., Hassan, N. A., Yaacob, H., Huseien, G. F., and Ibrahim, M. H. W. (2017). Execution of nanoceramic powder on the synthetic and physical properties of bitumen. Development and Building Materials, 156, 496-505.
  • [42] Ameri, M., Hesami, S., and Goli, H. (2013). Lab assessment of warm blend asphalt blends containing electric circular segment heater (EAF) steel slag. Development and Building materials, 49, 611-617.
  • [43] Sojobi, A. O., Nwobodo, S. E., and Aladegboye, O. J. (2016). Reusing of polyethylene terephthalate (PET) plastic jug squanders in bituminous asphaltic cement. Apt building, 3(1), 1133480.
  • [44] Vasudevan, R. N. S. K., Velkennedy, R., Sekar, A. R. C., and Sundarakannan, B. (2010). Use of waste polymers for adaptable asphalt and simple transfer of waste polymers. Universal Journal of Pavement Research and Technology, 3(1), 34-42. [45] Karakurt, C. (2015). Microstructure properties of waste tire elastic composites: an outline. Diary of Material Cycles and Waste Management, 17(3), 422-433.
  • [46] Abdelaziz, M., and Mohamed Rehan, K. (2010). Rheological assessment of bituminous cover changed with waste plastic material. [47] Fini, E. H., Al-Qadi, I. L., You, Z., Zada, B., and Mills-Beale, J. (2012). Fractional replacement of asphalt folio with bio-fastener: characterisation and adjustment. Global Journal of Pavement Engineering, 13(6), 515-522.
  • [48] Zoorob, S. E., and Suparma, L. B. (2000). Research facility structure and examination of the properties of ceaselessly evaluated Asphaltic cement containing reused plastics total replacement (Plastiphalt). Cement and Concrete Composites, 22(4), 233-242.
  • [49] Katara, S. D., Modhiya, C. S., and Raval, N. G. (2014). Impact of change bituminous blend with fly slag. Universal Journal of Engineering and Technical Research (IJETR) ISSN, 2321-0869.
  • [50] Yousefi, A. A. (2009). Polymer-changed bitumen from the losses of petrochemical plants.
  • [51] Šušteršič, E., Tušar, M., and Valant, A. Z. (2014). Asphalt solid change with waste PMMA/ATH. Materials and structures, 47(11), 1817-1824.
  • [52] Costa, L. M., Hugo, M. R., Silva, D., Oliveira, J. R., and Fernandes, S. R. (2013). Consolidation of waste plastic in asphalt folios to improve their execution in the asphalt. Global diary of asphalt research and innovation, 6(4), 457-464.
  • [53] Abreu, L. P., Oliveira, J. R., Silva, H. M., and Fonseca, P. V. (2015). Reused asphalt blends created with high level of various waste materials. Development and Building Materials, 84, 230-238.

Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste

Yıl 2019, Cilt: 5 Sayı: 2, 93 - 100, 27.12.2019

Öz

The increase in industrial wastes, which are released to the nature
together with the developing technology, seriously damages both the environment
and human health. The amount of waste materials is increasing day by day and
the storage areas are limited. Nowadays, some waste materials are used in the
construction sector for their usability and recovery. The use of waste as a
recycling material is known to be used in road construction as a contribution
to the content of bitumen, which constitutes the majority of the cost of
asphalt concrete. In this study, the effects of modified bitumen on the
performance characteristics of asphalt concrete containing waste were
investigated. Samples were obtained with Marshall Design by using bitumen
modified with these materials and their results were evaluated. When the test
results are examined; it was observed that the Marshall strengths of the
modified samples decreased in small amounts. However, all samples provide the
required standard conditions. In this way, both environmental waste is
evaluated and sustainable life is ensured.

Kaynakça

  • [1] Huang, Y., Bird, R. N., & Heidrich, O. (2007). A review of the use of recycled solid waste materials in asphalt pavements. Resources, conservation and recycling, 52(1), 58-73.
  • [2] Cetin, M., Altera A.Z.A., Bayraktar O.Y. (2019) Advanced Road Materials in Highway Infrastructure and Features. Kastamonu University Journal of Engineering and Sciences 5(1): 36-42.
  • [3] Bayraktar, O.Y. (2019). The possibility of fly ash and blast furnace slag disposal by using these environmental wastes as substitutes in portland cement. Environmental monitoring and assessment, 191(9), 560. https://doi.org/10.1007/s10661-019-7741-4
  • [4] Bayraktar, O.Y., Citoglu G.S., Belgin C.M., Cetin M. (2019). Investigation of the mechanical properties of marble dust and silica fume substituted portland cement samples under high temperature effect, Fresenius Environmental Bulletin, 28(5): 3865-3875.
  • [5] Bayraktar, O.Y., Citoglu G.S., Belgin C.M., Cetin, S., Cetin M. (2019) Investigation of effect of brick dust and silica fume on the properties of portland cement mortar, Fresenius Environmental Bulletin 28(11): 7823-7832.
  • [6] Bayraktar O.Y., Citoglu G.S., & Abo Aisha A.E.S. (2019) The use of scrap tires in the construction sector, International Journal of Trend in Research and Development, 6(1), 253-256. ISSN: 2394-9333, http://www.ijtrd.com/papers/IJTRD20299.pdf
  • [7] Bayraktar O.Y., Citoglu G.S., & Abo Aisha A.E.S. (2019) Performance research of lime based mortars, International Journal of Trend in Research and Development, 6(1), 257-259. ISSN: 2394-9333, http://www.ijtrd.com/papers/IJTRD20300.pdf
  • [8] Bayraktar, O. Y. (2012). Alternatif Sıva Harçlarının Yüksek Sıcaklık Etkisine Dayanıklılığı (Yüksek Lisans Tezi, Gazi Üniversitesi, Ankara-Türkiye).
  • [9] Bayraktar, O. Y. (2016). Puzolanik Katkı Malzemeleriyle Üretilen Harçlarda Sıcaklık Etkisİ Altında Meydana Gelebilecek Kaza Anındaki Mekanik Davranışlarının İstatistiksel Olarak Karşılaştırılması. (Doktora Tezi, Gazi Üniversitesi, Ankara-Türkiye
  • [10] Brooks, R., & Cetin, M. (2012) Application of construction demolition waste for improving performance of subgrade and subbase layers, Int. J. Res. Rev. Appl. Sci 12 (3), 375-381
  • [11] Cetin, M. (2015). Chapter 55: Using Recycling Materials for Sustainable Landscape Planning. ST. Kliment Ohridski University Press, SOFIA. Book: Environment and Ecology at the Beginning of 21st Century. Eds: Recep Efe, Carmen Bizzarri, İsa Cürebal, Gulnara N. Nyusupova, ISBN:978-954-07-3999-1, pp.783-788.
  • [12] Cetin, M. (2015). Consideration of permeable pavement in landscape architecture, Journal of Environmental Protection and Ecology 16 (1), 385-392
  • [13] Cetin, M. (2013). Chapter 27: Landscape Engineering, Protecting Soil, and Runoff Storm Water. InTech-Open Science-Open Minds. Book: Advances in Landscape Architecture-Environmental Sciences. Eds: Murat Ozyavuz, , ISBN 978-953-51-1167-2, pp.697-722.
  • [14] Cetin, M. (2013). Pavement design with porous asphalt, Temple University, Ph.D. Thesis, Philadelphia, USA.
  • [15] Cetin, M., Adiguzel, F., Kaya, O., Sahap, A. (2018) Mapping of bioclimatic comfort for potential planning using GIS in Aydin. Environment, Development and Sustainability. 20(1), 361-375.
  • [16] Cetin, M. (2017) Change in Amount of Chlorophyll in Some Interior Ornamental Plants. Kas-tamonu University Journal of Engineering and Sciences. 3(1), 11-19. [17] Kaya, E., Agca, M., Adiguzel, F., Cetin, M. (2019) Spatial data analysis with R programming for environment. Human and Ecological Risk Assessment: An International Journal 25 (6): 1521-1530. https://www.tandfonline.com/doi/full/10.1080/10807039.2018.1470896
  • [18] Cetin, M. (2019). The effect of urban planning on urban formations determining bioclimatic comfort area's effect using satellitia imagines on air quality: a case study of Bursa city. (2019), pp. 1-13. Air Quality, Atmosphere & Health, 2019. Air Qual Atmos Health (2019). https://doi.org/10.1007/s11869-019-00742-4 https://rd.springer.com/article/10.1007/s11869-019-00742-4
  • [19] Cetin, M., Adiguzel, F., Gungor, S., Kaya, E., Sancar, M.S. (2019) Evaluation of thermal climatic region areas in terms of building density in urban management and planning for Burdur, Turkey. Air Quality Atmosphere & Health (Air Qual Atmos Health) 12 (9): 1103-1112. https://doi.org/10.1007/s11869-019-00727-3; https://link.springer.com/content/pdf/10.1007%2Fs11869-019-00727-3.pdf
  • [20] Ahmadinia, E., Zargar, M., Karim, M. R., Abdelaziz, M., & Shafigh, P. (2011). Using waste plastic bottles as additive for stone mastic asphalt. Materials & Design, 32(10), 4844-4849.
  • [21] Ahmadinia, E., Zargar, M., Karim, M. R., Abdelaziz, M., and Ahmadinia, E. (2012). Execution assessment of use of waste Polyethylene Terephthalate (PET) in stone mastic asphalt. Development and Building Materials, 36, 984-989.
  • [22] Hınıslıoğlu, S., and Ağar, E. (2004). Utilization of waste high thickness polyethylene as bitumen modifier in asphalt solid blend. Materials letters, 58(3-4), 267-271.
  • [23] Jain, P. K., Kumar, S., and Sengupta, J. B. (2011). Alleviation of rutting in bituminous streets by utilization of waste polymeric bundling materials.
  • [24] Al-Mehthel, M., Wahhab, H. I. A. An., and Hussein, I. A. (2013). U.S. Patent No. 8,444,761. Washington, DC: U.S. Patent and Trademark Office.
  • [25] Hansen, K. R., McGennis, R. B., Prowell, B. R. I. A. N., and Stonex, A. N. N. E. (2000). Present and future employments of non-bituminous parts of bituminous clearing blends. Transportation in the New Millennium.
  • [26] Yang, X., You, Z., Dai, Q., and Mills-Beale, J. (2014). Mechanical execution of asphalt blends adjusted by bio-oils got from waste wood assets. Development and Building Materials, 51, 424-431.
  • [27] Kalantar, Z. N., Karim, M. R., and Mahrez, A. (2012). An audit of utilizing waste and virgin polymer in asphalt. Development and Building Materials, 33, 55-62.
  • [28] Chandra, S., and Choudhary, R. (2012). Execution qualities of bituminous cement with modern squanders as filler. Diary of materials in structural building, 25(11), 1666-1673.
  • [29] McNally, T. (Ed.). (2011). Polymer adjusted bitumen: Properties and characterisation. Elsevier.
  • [30] Brooks, R. M., Jyothsna, K. S., & Cetin, M. (2012). Interrupted case method for teaching ethics in transportation engineering and systems management course. In American Society for Engineering Education. American Society for Engineering Education.
  • [31] Cetin, M., Brooks, R. M., & Udo-Inyang, P. (2012). An innovative design methodology of pavement design by limiting surface deflection. International Journal of Research and Reviews in Applied Sciences, 13(2).
  • [32] Cetin, M., Brooks, R. M., & Udo-Inyang, P. (2012). A comparative study between the results of an innovative design methodology by limiting surface deflection and AASHTO design method. Int J Recent Res Appl Stud, 13, 611-616.
  • [33] Shu, X., and Huang, B. (2014). Reusing of waste tire elastic in asphalt and portland cement concrete: A review. Development and Building Materials, 67, 217-224.
  • [34] Grzybowski, K. F. (1993). U.S. Patent No. 5,217,530. Washington, DC: U.S. Patent and Trademark Office.
  • [35] Borhan, M. N., Ismail, An., and Rahmat, R. A. (2010). Assessment of palm oil fuel fiery remains (POFA) on asphalt blends. Australian Journal of Basic and Applied Sciences, 4(10), 5456-5463.
  • [36] Presti, D. L. (2013). Reused tire elastic adjusted bitumens for street asphalt blends: A writing audit. Development and Building Materials, 49, 863-881.
  • [37] Pasetto, M., and Baldo, N. (2010). Test assessment of superior base course and street base asphalt concrete with electric bend heater steel slags. Diary of dangerous materials, 181(1-3), 938-948.
  • [38] Arabani, M., Tahami, S. An., and Taghipoor, M. (2017). Research facility examination of hot blend asphalt containing waste materials. Street Materials and Pavement Design, 18(3), 713-729.
  • [39] Pereira, S. M., Oliveira, J. R., Freitas, E. F., and Machado, P. (2013). Mechanical execution of asphalt blends created with stopper or elastic grinds as total fractional substitutes. Development and Building Materials, 41, 209-215.
  • [40] Pasetto, M., and Baldo, N. (2011). Blend plan and execution examination of asphalt cements with electric bend heater slag. Development and Building Materials, 25(8), 3458-3468.
  • [41] Hussein, A. A., Jaya, R. P., Hassan, N. A., Yaacob, H., Huseien, G. F., and Ibrahim, M. H. W. (2017). Execution of nanoceramic powder on the synthetic and physical properties of bitumen. Development and Building Materials, 156, 496-505.
  • [42] Ameri, M., Hesami, S., and Goli, H. (2013). Lab assessment of warm blend asphalt blends containing electric circular segment heater (EAF) steel slag. Development and Building materials, 49, 611-617.
  • [43] Sojobi, A. O., Nwobodo, S. E., and Aladegboye, O. J. (2016). Reusing of polyethylene terephthalate (PET) plastic jug squanders in bituminous asphaltic cement. Apt building, 3(1), 1133480.
  • [44] Vasudevan, R. N. S. K., Velkennedy, R., Sekar, A. R. C., and Sundarakannan, B. (2010). Use of waste polymers for adaptable asphalt and simple transfer of waste polymers. Universal Journal of Pavement Research and Technology, 3(1), 34-42. [45] Karakurt, C. (2015). Microstructure properties of waste tire elastic composites: an outline. Diary of Material Cycles and Waste Management, 17(3), 422-433.
  • [46] Abdelaziz, M., and Mohamed Rehan, K. (2010). Rheological assessment of bituminous cover changed with waste plastic material. [47] Fini, E. H., Al-Qadi, I. L., You, Z., Zada, B., and Mills-Beale, J. (2012). Fractional replacement of asphalt folio with bio-fastener: characterisation and adjustment. Global Journal of Pavement Engineering, 13(6), 515-522.
  • [48] Zoorob, S. E., and Suparma, L. B. (2000). Research facility structure and examination of the properties of ceaselessly evaluated Asphaltic cement containing reused plastics total replacement (Plastiphalt). Cement and Concrete Composites, 22(4), 233-242.
  • [49] Katara, S. D., Modhiya, C. S., and Raval, N. G. (2014). Impact of change bituminous blend with fly slag. Universal Journal of Engineering and Technical Research (IJETR) ISSN, 2321-0869.
  • [50] Yousefi, A. A. (2009). Polymer-changed bitumen from the losses of petrochemical plants.
  • [51] Šušteršič, E., Tušar, M., and Valant, A. Z. (2014). Asphalt solid change with waste PMMA/ATH. Materials and structures, 47(11), 1817-1824.
  • [52] Costa, L. M., Hugo, M. R., Silva, D., Oliveira, J. R., and Fernandes, S. R. (2013). Consolidation of waste plastic in asphalt folios to improve their execution in the asphalt. Global diary of asphalt research and innovation, 6(4), 457-464.
  • [53] Abreu, L. P., Oliveira, J. R., Silva, H. M., and Fonseca, P. V. (2015). Reused asphalt blends created with high level of various waste materials. Development and Building Materials, 84, 230-238.
Toplam 50 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Araştırma Makaleleri
Yazarlar

Abdelwahab Z. Amaitik Altera

Oguzhan Yavuz Bayraktar

Hasan Soylemez Bu kişi benim

Yayımlanma Tarihi 27 Aralık 2019
Gönderilme Tarihi 29 Eylül 2019
Yayımlandığı Sayı Yıl 2019 Cilt: 5 Sayı: 2

Kaynak Göster

APA Altera, A. Z. A., Bayraktar, O. Y., & Soylemez, H. (2019). Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste. Kastamonu University Journal of Engineering and Sciences, 5(2), 93-100.
AMA Altera AZA, Bayraktar OY, Soylemez H. Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste. KUJES. Aralık 2019;5(2):93-100.
Chicago Altera, Abdelwahab Z. Amaitik, Oguzhan Yavuz Bayraktar, ve Hasan Soylemez. “Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste”. Kastamonu University Journal of Engineering and Sciences 5, sy. 2 (Aralık 2019): 93-100.
EndNote Altera AZA, Bayraktar OY, Soylemez H (01 Aralık 2019) Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste. Kastamonu University Journal of Engineering and Sciences 5 2 93–100.
IEEE A. Z. A. Altera, O. Y. Bayraktar, ve H. Soylemez, “Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste”, KUJES, c. 5, sy. 2, ss. 93–100, 2019.
ISNAD Altera, Abdelwahab Z. Amaitik vd. “Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste”. Kastamonu University Journal of Engineering and Sciences 5/2 (Aralık 2019), 93-100.
JAMA Altera AZA, Bayraktar OY, Soylemez H. Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste. KUJES. 2019;5:93–100.
MLA Altera, Abdelwahab Z. Amaitik vd. “Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste”. Kastamonu University Journal of Engineering and Sciences, c. 5, sy. 2, 2019, ss. 93-100.
Vancouver Altera AZA, Bayraktar OY, Soylemez H. Investigation of the Effects of Modified Bitumen on Asphalt Concrete Performance by Industrial Waste. KUJES. 2019;5(2):93-100.