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Reçine Kolofan Modifikasyonunun Bitüm ve Sıcak Karışım Asfalt Üzerindeki Etkisi

Year 2019, , 263 - 271, 01.04.2019
https://doi.org/10.19113/sdufenbed.518077

Abstract










Bu
çalışmada, reçine kolofan bitüm ile modifiye edilmiş ve bu modifikasyonun sıcak
karışım asfalt performansı üzerindeki etkisi araştırılmıştır. Genel olarak,
doğal reçine ağaç gövdesinden doğal yollarla elde edilmekte ve ayrıştırılmaktadır.
Daha sonra damıtılmakta ve uçucu terpenler doğal reçineden
uzaklaştırılmaktadır. Bu şekilde reçine kolofan elde edilmektedir. Çalışmada
kullanılan reçine kolofan sarı renkli, transparan bir malzemedir. Bitüm
ağırlıkça %2, %4, %6 ve %8 oranlarında modifiye edilmiştir. Bitüm
karakteristikleri bitüm testleri (dönel viskozimetre, penetrasyon, yumuşama noktası, düktilite, elastik geri
dönme ve penetrasyon indeksi) ile belirlenmiştir. Çalışmada bitüm performans
derecelendirme (Performance Grade – PG) sistemine göre sınıflandırılmış ve PG
64-22 olarak kullanılmıştır. Ayrıca ampirik yöntemle rijitlik modülü
hesaplanmıştır. Tüm modifiye bitümler için optimum bitüm içerikleri
belirlenmiştir. Optimum bitüm içeriği belirlendikten sonra bu içerikler
kullanılarak SuperpaveTM karışım tasarımına uygun olarak sıcak
karışım asfalt numuneleri hazırlanmıştır. Daha sonra, indirekt çekme dayanımı
ve nem hassasiyeti İndirekt Çekme Deneyi ile belirlenmiştir. Sonuçta, %2
reçine kolofan modifiye edilmiş bitüm diğer modifikasyonlara göre daha iyi
sonuç vermiştir. En yüksek nem dayanımı da bu numuneyle elde edilmiştir. Ve
indirekt çekme dayanımı sonuçları referans numuneden daha yüksek bulunmuştur.
Ayrıca, %6 reçine kolofan modifiye edilmiş bitüm ampirik modele göre en iyi
rijitlik modülü ve elastik modülü ile sonuçlanmıştır.
    

References

  • [1] Çubuk M., Gürü M., Çubuk K., 2009, Improvement of bitumen performance with epoxy resin, Fuel, 88, 1324–1328.
  • [2] Munera J.C. and Ossa E. A., 2014, Polymer modified bitumen: Optimization and selection, Materials and Design 62, 91–97.
  • [3] Ahmedzade P. and Yilmaz M., 2008, Effect of polyester resin additive on the properties of asphalt binders and mixtures, Construction and Building Materials, 22, 481–486.
  • [4] Liu G., Nielsen E., Komacka J., Greet L., van de Ven M., 2014, Rheological and chemical evaluation on the ageing properties of SBS polymer modified bitumen: From the laboratory to the field, Construction and Building Materials, 51, 244–248.
  • [5] Zhang J., Wang J., Wu Y., Sun W. and Wang Y., 2009, Thermal Behaviour and Improved Properties of SBR and SBR/Natural Bitumen Modified Bitumens, Iranian Polymer Journal 18, 6, 465-478.
  • [6] Xiao Y., vandeVen M.F.C., Molenaar A. A. A., Su Z., Zandvoort F., 2011, Characteristics of two-component epoxy modified bitumen, Materials and Structures, 44:611–622.
  • [7] Yilmaz M., KOK B. V., Yamac O. E., 2018, Effects of Using Styrene-Butadiene-Styrene in Conjunction with Gilsonite on the Resistance to Permanent Deformation of Hot Mix Asphalts, Journal of Natural and Applied Sciences Volume 22, Issue 2, 811-822.
  • [8a] Xiao Y., vandeVen M.F.C., Molenaar A. A. A., Su Z., Chang K., 2013, Design approach for epoxy modified bitumen to be used in antiskid surfaces on asphalt pavement, Construction and Building Materials, 41, 516–525.
  • [8b] Xiao Y., vandeVen M.F.C., Molenaar A. A. A., Wu S. P., 2013, Possibility of using epoxy modified bitumen to replace tar-containing binder for pavement antiskid surfaces, Construction and Building Materials, 48, 59–66.
  • [9] Yin H., Jin H., Wang C., Sun Y., Yuan Z., Xie H., Wang Z., Cheng R., 2014, Thermal, damping, and mechanical properties of thermosetting epoxy-modified asphalts, J Therm Anal Calorim, 115:1073–1080, DOI: 10.1007/s10973-013-3449-9.
  • [10] Zhou X., Wu S., Liu G., Pan P., 2016, Molecular simulations and experimental evaluation on the curing of epoxy bitumen, Materials and Structures, 49:241–247, DOI: 10.1617/s11527-014-0491-4.
  • [11] Zhang Y., Pan X., Sun Y., Xu W., Pan Y., Xie H., Cheng R., 2014, Flame retardancy, thermal, and mechanical properties of mixed flame retardant modified epoxy asphalt binders, Construction and Building Materials, 68, 62–67.
  • [12] Kang Y., Song M., Pu L., Liu T., 2015, Rheological behaviors of epoxy asphalt binder in comparison of base asphalt binder and SBS modified asphalt binder, Construction and Building Materials 76, 343–350.
  • [13] Ullidtz P., Larsen B. K., 1984, Mathematical model for predicting pavement performance. Transportation Research Record, pp 45–54.
  • [14] Kuloglu N., 2001, Parameters effects the stiffness of bitumen and hot mix asphalt, Turkish Journal of Engineering and Environmental Science, 25, 61-67.

Effect of Rosin Modification on Bitumen and Hot Mix Asphalt

Year 2019, , 263 - 271, 01.04.2019
https://doi.org/10.19113/sdufenbed.518077

Abstract










This
study investigated the effect of rosin on modification of bitumen and hot mix
asphalt performance. Generally, natural resin is obtained from the body of tree
naturally and fractionated and rosin which is distilled and volatile terpenes
have been removed from natural resin. It is light yellow and transparent
material. Bitumen is modified with rosin in 2%, 4%, 6% and 8% by weight of
bitumen in mixture. Characteristics of bitumen after modification is determined
with bitumen tests (rotational viscometer, penetration, softening point, ductility, elastic recovery, and
penetration index). In this study, bitumen was graded according to Performance
Grading (PG) system and PG 64-22 bitumen was used. Also, stiffness modulus was
calculated by empirical model. Optimum bitumen contents of modified bitumen for
all percentages were determined. After optimum bitumen percentage is determined
hot mix asphalt samples were prepared with these percentages according to
SuperpaveTM mix design. After all, tensile strength and moisture
susceptibility is determined with Indirect Tensile Strength test. The results
showed that 2% rosin modified bitumen showed good results among the other
modifications. It has highest moisture resistance. And the indirect tensile
strength results of rosin modified Hot Mix Asphalt (HMA) were higher
than the reference sample. Also, 6% rosin modified bitumen showed best
stiffness modulus and elastic modulus according to the empirical model
.    

References

  • [1] Çubuk M., Gürü M., Çubuk K., 2009, Improvement of bitumen performance with epoxy resin, Fuel, 88, 1324–1328.
  • [2] Munera J.C. and Ossa E. A., 2014, Polymer modified bitumen: Optimization and selection, Materials and Design 62, 91–97.
  • [3] Ahmedzade P. and Yilmaz M., 2008, Effect of polyester resin additive on the properties of asphalt binders and mixtures, Construction and Building Materials, 22, 481–486.
  • [4] Liu G., Nielsen E., Komacka J., Greet L., van de Ven M., 2014, Rheological and chemical evaluation on the ageing properties of SBS polymer modified bitumen: From the laboratory to the field, Construction and Building Materials, 51, 244–248.
  • [5] Zhang J., Wang J., Wu Y., Sun W. and Wang Y., 2009, Thermal Behaviour and Improved Properties of SBR and SBR/Natural Bitumen Modified Bitumens, Iranian Polymer Journal 18, 6, 465-478.
  • [6] Xiao Y., vandeVen M.F.C., Molenaar A. A. A., Su Z., Zandvoort F., 2011, Characteristics of two-component epoxy modified bitumen, Materials and Structures, 44:611–622.
  • [7] Yilmaz M., KOK B. V., Yamac O. E., 2018, Effects of Using Styrene-Butadiene-Styrene in Conjunction with Gilsonite on the Resistance to Permanent Deformation of Hot Mix Asphalts, Journal of Natural and Applied Sciences Volume 22, Issue 2, 811-822.
  • [8a] Xiao Y., vandeVen M.F.C., Molenaar A. A. A., Su Z., Chang K., 2013, Design approach for epoxy modified bitumen to be used in antiskid surfaces on asphalt pavement, Construction and Building Materials, 41, 516–525.
  • [8b] Xiao Y., vandeVen M.F.C., Molenaar A. A. A., Wu S. P., 2013, Possibility of using epoxy modified bitumen to replace tar-containing binder for pavement antiskid surfaces, Construction and Building Materials, 48, 59–66.
  • [9] Yin H., Jin H., Wang C., Sun Y., Yuan Z., Xie H., Wang Z., Cheng R., 2014, Thermal, damping, and mechanical properties of thermosetting epoxy-modified asphalts, J Therm Anal Calorim, 115:1073–1080, DOI: 10.1007/s10973-013-3449-9.
  • [10] Zhou X., Wu S., Liu G., Pan P., 2016, Molecular simulations and experimental evaluation on the curing of epoxy bitumen, Materials and Structures, 49:241–247, DOI: 10.1617/s11527-014-0491-4.
  • [11] Zhang Y., Pan X., Sun Y., Xu W., Pan Y., Xie H., Cheng R., 2014, Flame retardancy, thermal, and mechanical properties of mixed flame retardant modified epoxy asphalt binders, Construction and Building Materials, 68, 62–67.
  • [12] Kang Y., Song M., Pu L., Liu T., 2015, Rheological behaviors of epoxy asphalt binder in comparison of base asphalt binder and SBS modified asphalt binder, Construction and Building Materials 76, 343–350.
  • [13] Ullidtz P., Larsen B. K., 1984, Mathematical model for predicting pavement performance. Transportation Research Record, pp 45–54.
  • [14] Kuloglu N., 2001, Parameters effects the stiffness of bitumen and hot mix asphalt, Turkish Journal of Engineering and Environmental Science, 25, 61-67.
There are 15 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Sebnem Karahançer 0000-0001-7734-2365

Publication Date April 1, 2019
Published in Issue Year 2019

Cite

APA Karahançer, S. (2019). Effect of Rosin Modification on Bitumen and Hot Mix Asphalt. Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 23(1), 263-271. https://doi.org/10.19113/sdufenbed.518077
AMA Karahançer S. Effect of Rosin Modification on Bitumen and Hot Mix Asphalt. Süleyman Demirel Üniv. Fen Bilim. Enst. Derg. April 2019;23(1):263-271. doi:10.19113/sdufenbed.518077
Chicago Karahançer, Sebnem. “Effect of Rosin Modification on Bitumen and Hot Mix Asphalt”. Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi 23, no. 1 (April 2019): 263-71. https://doi.org/10.19113/sdufenbed.518077.
EndNote Karahançer S (April 1, 2019) Effect of Rosin Modification on Bitumen and Hot Mix Asphalt. Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi 23 1 263–271.
IEEE S. Karahançer, “Effect of Rosin Modification on Bitumen and Hot Mix Asphalt”, Süleyman Demirel Üniv. Fen Bilim. Enst. Derg., vol. 23, no. 1, pp. 263–271, 2019, doi: 10.19113/sdufenbed.518077.
ISNAD Karahançer, Sebnem. “Effect of Rosin Modification on Bitumen and Hot Mix Asphalt”. Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi 23/1 (April 2019), 263-271. https://doi.org/10.19113/sdufenbed.518077.
JAMA Karahançer S. Effect of Rosin Modification on Bitumen and Hot Mix Asphalt. Süleyman Demirel Üniv. Fen Bilim. Enst. Derg. 2019;23:263–271.
MLA Karahançer, Sebnem. “Effect of Rosin Modification on Bitumen and Hot Mix Asphalt”. Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi, vol. 23, no. 1, 2019, pp. 263-71, doi:10.19113/sdufenbed.518077.
Vancouver Karahançer S. Effect of Rosin Modification on Bitumen and Hot Mix Asphalt. Süleyman Demirel Üniv. Fen Bilim. Enst. Derg. 2019;23(1):263-71.

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