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EFFECT OF WASTE LDPE ON THE PERFORMANCE OF BITUMINOUS PAVEMENTS AGAINST WATER IMPACTS

Yıl 2022, Cilt: 10 Sayı: 2, 631 - 642, 30.06.2022
https://doi.org/10.21923/jesd.928690

Öz

In this study, the effect of waste low density polyethylene (LDPE) on the performance of bituminous pavements against water effects was investigated. For this, 2.5% by weight of the binder triethanolamine (TEOA) was added to the pure B 70/100 binder to provide an interaction between bitumen and LDPE. Modified bitumens were obtained by adding LDPE in the ratios of 1, 2, 3, 4 and 5% by weight of bitumen to the obtained bitumen-TEOA blend. The physical properties of pure and modified bitumen samples were determined by conventional tests, and the interaction between bitumen-TEOA-LDPE was determined by chemical analysis. Then, samples were prepared with pure binder and aggregate based on the Marshall mixture method and the optimum bitumen content (OBC) was determined. Based on the determined OBC ratio, LDPE modified hot mix samples were prepared and all mix samples were subjected to Marshall stability and flow, retained Marshall stability (RMS) and indirect tensile strength (ITS) tests. In the results, it was seen that the hardness of the binders increased with the waste LDPE additive and a good interaction was provided between bitumen-TEOA-LDPE. On the other hand, it was observed that Marshall stability, RMS and indirect tensile strength ratio (ITSR) values of especially 4% waste LDPE added mixture samples improved, and the performance of bituminous pavements against water effects increased.

Kaynakça

  • AASHTO, 1994. T245 Method Of Test For Resistance To Plastic Flow Of Bituminous Mixtures Using Marshall Apparatus, AASHTO.
  • AASHTO, 1989. T283 Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage. AASHTO.
  • Abhijith, G., Abhishek, R., Adithyan, S., Adwaith, P., Sivaselvi, K., 2019. Reinforcement of Bitumen Using Low Density Polyethylene and Green Sand. Materials Today: Proceedings, 18, 5057–5062.
  • Ahmedzade, P., Alataş, T., Geçkil, T., 2007. The Effect of Carbon Black on the Mechanıcal Propertıes of Asphalt Mıxtures. Journal of Engineering and Natural Sciences Sigma, 25(2), 179-189.
  • Aksoy, A., İskender, E., Oruç, Ş., Özen H., 2012. SBS Polimeri ve Su Hasarı Önleyici Katkıların Asfalt Kaplamalarda Performans Karşılaştırması. İMO Teknik Dergi, 80, 5967-5986.
  • Al-Hadidy, A.I., Tan, Y., 2009. Evaluation of pyrolisis LDPE modified asphalt paving materials. Journal of Materials in Civil Engineering, 21(10), 618-623.
  • Almeida, A., Capitao, S., Bandeira, R., Fonseca, M., Picado-Santos, L., 2020. Performance of AC mixtures containing flakes of LDPE plastic film collected from urban waste considering ageing. Construction and Building Materials, 232, 117253.
  • ASTM, 1992. C 127-88 Test Method for Specific Gravity and Adsorption of Coarse Aggregate, USA, ASTM International.
  • ASTM, 1992. C128 Test Method for Specific Gravity and Adsorption of Fine Aggregate, USA, ASTM International.
  • ASTM, 2013. D05 Standard Test Method for Penetration of Bituminous Materials. USA, ASTM International.
  • ASTM, 2014. D36 Standard Test Method for Softening Point of Bitumen (Ring-And-Ball Apparatus), USA, ASTM International.
  • ASTM, 2008. D70 Standard Test Method for Density of Semi-Solid Bituminous Materials (Pycnometer Method), West Conshohocken, PA, ASTM International.
  • ASTM, 2013. D92 Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester, West Conshohocken, PA, ASTM International.
  • ASTM, 2017. D113 Standard Test Method for Ductility of Asphalt Materials, West Conshohocken, PA, ASTM International.
  • ASTM, 2002. D1559 Standard Test Method for Marshal Test, West Conshohocken, PA, ASTM International.
  • ASTM, 2015. D 4402 Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using A Rotational Viscometer. USA, ASTM International.
  • Awwab, M.T., Shbeeb, L., 2007. The Use of Polyethylene in Hot Asphalt Mixtures. American Journal of Applied Sciences, 4(6), 390-396.
  • Bahij, S., Omary, S., Feugeas, F., Faqiri, A., 2020. Fresh and hardened properties of concrete containing different forms of plastic waste – A review. Waste Management, 113, 157–175.
  • Behl, A., Sharma, G., Kumar, G., 2014. A sustainable approach: utilization of waste PVC in asphalting of roads. Construction and Building Materials 54, 113-117.
  • Besergil, B., 2008. Polimer Kimyası (ikinci baskı). Gazi Kitapevi, Ankara.
  • El-Maaty Behiry, A.E.A., 2013. Laboratory evaluation of resistance to moisture damage in asphalt mixtures. Ain Shams Engineering Journal, 4 (3), 351-363.
  • Gala, A., Guerrero, M., Serra, J.M., 2020, Characterization of post-consumer plastic film waste from mixed MSW in Spain: A key point for the successful implementation of sustainable plastic waste management strategies. Waste Management 111, 22–33.
  • Geçkil, T., 2008. Siyah karbonun bitümlü sıcak karışımların özelliklerine etkisinin araştırılması. Doktora Tezi, Fırat Üniversitesi Fen Bilimleri Enstitüsü, Elazığ.
  • Geçkil, T., Önal, Y., İnce, C.B., 2020. Atık Polietilen Tereftalat (PET) ile Modifiye Edilmiş Saf Bitümün Fiziksel, Morfolojik ve Isıl Özellikleri. Fırat Üniversitesi Mühendislik Bilimleri Dergisi, 32(1), 157-166.
  • Geçkil, T., Önal, Y., İnce, C.B., 2021. Atık PET ile Modifiye Edilmiş Bitümlü Sıcak Karışımların Nem Direnci. Politeknik Dergisi, 24(2), 461-471.
  • Görkem, Ç., Şengöz, B., 2009. Predicting stripping and moisture induced damage of asphalt concrete prepared with polymer modified bitumen and hydrated lime. Construction and Building Materials, 23 (6), 2227–2236.
  • Jung, M.R., Horgen, F.D., Orski, S.V., 2018. Validation of ATR FT-IR to identify polymers of plastic marine debris, including those ingested by marine organisms. Marine Pollution Bulletin, 127, 704–716.
  • Kök, B.V., 2007. Bitümlü Sıcak Karışımların Üretiminde Yeni Bir Karıştırma Yönteminin Araştırılması. Doktora Tezi, Fırat Üniversitesi, Elazığ.
  • Kumar, P., Chandra, S., Bose, S., 2006. Strength characteristics of polymer modified mixes. International Journal of Pavement Engineering, 7(1), 63–71.
  • Leng, Z., Sreeram, A., Padhan, R.K., Tan, Z., 2018. Value-added application of waste PET based additives in bituminous mixtures containing high percentage of reclaimed asphalt pavement (RAP). Journal of Cleaner Production, 196, 615-625.
  • Nejres, M., Mustafa, Y.F., Aldewachi, H.S., 2020. Evaluation of natural asphalt properties treated with egg shell waste and low density polyethylene. International Journal of Pavement Engineering, 1029-8436.
  • Njeru, J., 2006. The urban political ecology of plastic bag waste problem in Nairobi, Kenya. Geoforum, 37, 1046–1058.
  • Nkanga, U.J., Joseph, J.A., Adams, F.V., Uche, O.U., 2017. Characterization of bitumen/plastic blends for flexible pavement application. Procedia Manufacturing, 7, 490-496.
  • Özen, H., 2011. Rutting evaluation of hydrated lime and SBS modified asphalt mixtures for laboratory and field compacted samples. Construction and Building Materials, 25(2), 756–765.
  • Özyurt, H., 2020. Desıgn And Propertıes Of Composıte Sustaınable Buıldıng Materıal By Usıng Waste HDPE. Mühendislik Bilimleri ve Tasarım Dergisi 8(3), 777 – 782.
  • Polacco, G., Filippi, S., Merusi, F., Stastna, G., 2015. A review of the fundmentals of polymer-modified asphalts: asphalt/polymer interactions and principles of compatibility. Advances in Colloid and Interface Science, 224, 72-112.
  • Punith, V.S., Veeraragavan. A., 2007. Behavior of asphalt concrete mixtures with reclaimed polyethylene as additive. Journal of Materials in Civil Engineering, 19, 500-507.
  • Sen, S.K., Raut, S., 2015. Microbial degradation of low density polyethylene (LDPE): A review. Journal of Environmental Chemical Engineering, 3, 462–473.
  • Soncu, S., Akkoyun M., 2020. Surface Free Energy And Flexural Propertıes Of Wollastonıte Fılled Polypropylene Composıtes, Mühendislik Bilimleri ve Tasarım Dergisi 9(2), 389 – 395.
  • TS, 2012. EN 933-3 Agregaların geometrik özellikleri için deneyler - Bölüm 3: Tane şekli tayini - Yassılık endeksi, TSE.
  • TS, 2010. EN 1097-2 Agregaların mekanik ve fiziksel özellikleri için deneyler bölüm 2 : Parçalanma direncinin tayini için metotlar, TSE.
  • TS, 2010. EN 1367-2 Agregaların termal ve bozunma özellikleri için deneyler bölüm 2: Magnezyum sülfat deneyi, TSE.

BİTÜMLÜ KAPLAMALARIN SU ETKİLERİNE KARŞI PERFORMANSI ÜZERİNDE ATIK LDPE'NİN ETKİSİ

Yıl 2022, Cilt: 10 Sayı: 2, 631 - 642, 30.06.2022
https://doi.org/10.21923/jesd.928690

Öz

Bu çalışmada, bitümlü kaplamaların su etkilerine karşı performansı üzerinde atık düşük yoğunluklu polietilen (LDPE)’nin etkisi araştırılmıştır. Bunun için, bitüm ile LDPE arasında bir etkileşim sağlamak amacıyla saf B 70/100 bağlayıcısına bağlayıcı ağırlığının % 2,5 kadar trietanolamin (TEOA) eklenmiştir. Elde edilen, bitüm-TEOA harmanına bitüm ağırlığının % 1, 2, 3, 4 ve 5 oranlarında LDPE eklenerek modifiye bitümler elde edilmiştir. Saf ve modifiye bitüm numunelerinin fiziksel özellikleri geleneksel testlerle, bitüm-TEOA-LDPE arasındaki etkileşim ise kimyasal analizlerle belirlenmiştir. Daha sonra, Marshall karışım yöntemi esas alınarak saf bağlayıcı ve agrega ile karışım numuneleri hazırlanmış ve optimum bitüm içeriği (OBİ) tespit edilmiştir. Belirlenen OBİ oranı baz alınarak LDPE modifiyeli sıcak karışım numuneleri hazırlanmış ve bütün karışım numuneleri Marshall stabilite ve akma, kalıcı Marshall stabilitesi (RMS) ve endirekt çekme mukavemeti (ITS) testlerine tabi tutulmuştur. Elde edilen sonuçlarda, atık LDPE katkısı ile bağlayıcıların sertliğinin arttığı ve bitüm-TEOA-LDPE arasında iyi bir etkileşim sağlandığı görülmüştür. Diğer taraftan, özellikle %4 atık LDPE katkılı karışım numunelerinin Marshall stabilitesi, RMS ve endirekt çekme mukavemeti oranı (ITSR) değerlerinde iyileşmeler meydana geldiği ve bitümlü kaplamaların su etkilerine karşı performansının artış gösterdiği görülmüştür.

Kaynakça

  • AASHTO, 1994. T245 Method Of Test For Resistance To Plastic Flow Of Bituminous Mixtures Using Marshall Apparatus, AASHTO.
  • AASHTO, 1989. T283 Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage. AASHTO.
  • Abhijith, G., Abhishek, R., Adithyan, S., Adwaith, P., Sivaselvi, K., 2019. Reinforcement of Bitumen Using Low Density Polyethylene and Green Sand. Materials Today: Proceedings, 18, 5057–5062.
  • Ahmedzade, P., Alataş, T., Geçkil, T., 2007. The Effect of Carbon Black on the Mechanıcal Propertıes of Asphalt Mıxtures. Journal of Engineering and Natural Sciences Sigma, 25(2), 179-189.
  • Aksoy, A., İskender, E., Oruç, Ş., Özen H., 2012. SBS Polimeri ve Su Hasarı Önleyici Katkıların Asfalt Kaplamalarda Performans Karşılaştırması. İMO Teknik Dergi, 80, 5967-5986.
  • Al-Hadidy, A.I., Tan, Y., 2009. Evaluation of pyrolisis LDPE modified asphalt paving materials. Journal of Materials in Civil Engineering, 21(10), 618-623.
  • Almeida, A., Capitao, S., Bandeira, R., Fonseca, M., Picado-Santos, L., 2020. Performance of AC mixtures containing flakes of LDPE plastic film collected from urban waste considering ageing. Construction and Building Materials, 232, 117253.
  • ASTM, 1992. C 127-88 Test Method for Specific Gravity and Adsorption of Coarse Aggregate, USA, ASTM International.
  • ASTM, 1992. C128 Test Method for Specific Gravity and Adsorption of Fine Aggregate, USA, ASTM International.
  • ASTM, 2013. D05 Standard Test Method for Penetration of Bituminous Materials. USA, ASTM International.
  • ASTM, 2014. D36 Standard Test Method for Softening Point of Bitumen (Ring-And-Ball Apparatus), USA, ASTM International.
  • ASTM, 2008. D70 Standard Test Method for Density of Semi-Solid Bituminous Materials (Pycnometer Method), West Conshohocken, PA, ASTM International.
  • ASTM, 2013. D92 Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester, West Conshohocken, PA, ASTM International.
  • ASTM, 2017. D113 Standard Test Method for Ductility of Asphalt Materials, West Conshohocken, PA, ASTM International.
  • ASTM, 2002. D1559 Standard Test Method for Marshal Test, West Conshohocken, PA, ASTM International.
  • ASTM, 2015. D 4402 Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using A Rotational Viscometer. USA, ASTM International.
  • Awwab, M.T., Shbeeb, L., 2007. The Use of Polyethylene in Hot Asphalt Mixtures. American Journal of Applied Sciences, 4(6), 390-396.
  • Bahij, S., Omary, S., Feugeas, F., Faqiri, A., 2020. Fresh and hardened properties of concrete containing different forms of plastic waste – A review. Waste Management, 113, 157–175.
  • Behl, A., Sharma, G., Kumar, G., 2014. A sustainable approach: utilization of waste PVC in asphalting of roads. Construction and Building Materials 54, 113-117.
  • Besergil, B., 2008. Polimer Kimyası (ikinci baskı). Gazi Kitapevi, Ankara.
  • El-Maaty Behiry, A.E.A., 2013. Laboratory evaluation of resistance to moisture damage in asphalt mixtures. Ain Shams Engineering Journal, 4 (3), 351-363.
  • Gala, A., Guerrero, M., Serra, J.M., 2020, Characterization of post-consumer plastic film waste from mixed MSW in Spain: A key point for the successful implementation of sustainable plastic waste management strategies. Waste Management 111, 22–33.
  • Geçkil, T., 2008. Siyah karbonun bitümlü sıcak karışımların özelliklerine etkisinin araştırılması. Doktora Tezi, Fırat Üniversitesi Fen Bilimleri Enstitüsü, Elazığ.
  • Geçkil, T., Önal, Y., İnce, C.B., 2020. Atık Polietilen Tereftalat (PET) ile Modifiye Edilmiş Saf Bitümün Fiziksel, Morfolojik ve Isıl Özellikleri. Fırat Üniversitesi Mühendislik Bilimleri Dergisi, 32(1), 157-166.
  • Geçkil, T., Önal, Y., İnce, C.B., 2021. Atık PET ile Modifiye Edilmiş Bitümlü Sıcak Karışımların Nem Direnci. Politeknik Dergisi, 24(2), 461-471.
  • Görkem, Ç., Şengöz, B., 2009. Predicting stripping and moisture induced damage of asphalt concrete prepared with polymer modified bitumen and hydrated lime. Construction and Building Materials, 23 (6), 2227–2236.
  • Jung, M.R., Horgen, F.D., Orski, S.V., 2018. Validation of ATR FT-IR to identify polymers of plastic marine debris, including those ingested by marine organisms. Marine Pollution Bulletin, 127, 704–716.
  • Kök, B.V., 2007. Bitümlü Sıcak Karışımların Üretiminde Yeni Bir Karıştırma Yönteminin Araştırılması. Doktora Tezi, Fırat Üniversitesi, Elazığ.
  • Kumar, P., Chandra, S., Bose, S., 2006. Strength characteristics of polymer modified mixes. International Journal of Pavement Engineering, 7(1), 63–71.
  • Leng, Z., Sreeram, A., Padhan, R.K., Tan, Z., 2018. Value-added application of waste PET based additives in bituminous mixtures containing high percentage of reclaimed asphalt pavement (RAP). Journal of Cleaner Production, 196, 615-625.
  • Nejres, M., Mustafa, Y.F., Aldewachi, H.S., 2020. Evaluation of natural asphalt properties treated with egg shell waste and low density polyethylene. International Journal of Pavement Engineering, 1029-8436.
  • Njeru, J., 2006. The urban political ecology of plastic bag waste problem in Nairobi, Kenya. Geoforum, 37, 1046–1058.
  • Nkanga, U.J., Joseph, J.A., Adams, F.V., Uche, O.U., 2017. Characterization of bitumen/plastic blends for flexible pavement application. Procedia Manufacturing, 7, 490-496.
  • Özen, H., 2011. Rutting evaluation of hydrated lime and SBS modified asphalt mixtures for laboratory and field compacted samples. Construction and Building Materials, 25(2), 756–765.
  • Özyurt, H., 2020. Desıgn And Propertıes Of Composıte Sustaınable Buıldıng Materıal By Usıng Waste HDPE. Mühendislik Bilimleri ve Tasarım Dergisi 8(3), 777 – 782.
  • Polacco, G., Filippi, S., Merusi, F., Stastna, G., 2015. A review of the fundmentals of polymer-modified asphalts: asphalt/polymer interactions and principles of compatibility. Advances in Colloid and Interface Science, 224, 72-112.
  • Punith, V.S., Veeraragavan. A., 2007. Behavior of asphalt concrete mixtures with reclaimed polyethylene as additive. Journal of Materials in Civil Engineering, 19, 500-507.
  • Sen, S.K., Raut, S., 2015. Microbial degradation of low density polyethylene (LDPE): A review. Journal of Environmental Chemical Engineering, 3, 462–473.
  • Soncu, S., Akkoyun M., 2020. Surface Free Energy And Flexural Propertıes Of Wollastonıte Fılled Polypropylene Composıtes, Mühendislik Bilimleri ve Tasarım Dergisi 9(2), 389 – 395.
  • TS, 2012. EN 933-3 Agregaların geometrik özellikleri için deneyler - Bölüm 3: Tane şekli tayini - Yassılık endeksi, TSE.
  • TS, 2010. EN 1097-2 Agregaların mekanik ve fiziksel özellikleri için deneyler bölüm 2 : Parçalanma direncinin tayini için metotlar, TSE.
  • TS, 2010. EN 1367-2 Agregaların termal ve bozunma özellikleri için deneyler bölüm 2: Magnezyum sülfat deneyi, TSE.
Toplam 42 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Mühendislik
Bölüm Araştırma Makaleleri \ Research Articles
Yazarlar

Tacettin Geçkil 0000-0001-8070-6836

Ceren Beyza İnce 0000-0002-6385-0964

Yayımlanma Tarihi 30 Haziran 2022
Gönderilme Tarihi 27 Nisan 2021
Kabul Tarihi 28 Şubat 2022
Yayımlandığı Sayı Yıl 2022 Cilt: 10 Sayı: 2

Kaynak Göster

APA Geçkil, T., & İnce, C. B. (2022). BİTÜMLÜ KAPLAMALARIN SU ETKİLERİNE KARŞI PERFORMANSI ÜZERİNDE ATIK LDPE’NİN ETKİSİ. Mühendislik Bilimleri Ve Tasarım Dergisi, 10(2), 631-642. https://doi.org/10.21923/jesd.928690