EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES

Yıl: 2018 Cilt: 6 Sayı: 1 Sayfa Aralığı: 118 - 123 Metin Dili: İngilizce DOI: 10.21923/jesd.311826 İndeks Tarihi: 29-02-2020

EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES

Öz:
This paper focused on the use of pumice and zeolite waste as aggregatematerials for producing lightweight asphalt concrete (LAC) mixtures. Thesamples having pumice, zeolite and limestone aggregate materials wereprepared for an optimum bitumen content, optimum Liquid Anti-strip (LAS)additive ratio (0.4, 0.5, 0.6, 0.8, 0.9, 1.0, and 1.1 %), and bitumen type (50/70and 160/220) determined following the Marshall Mixture design procedure.Then, LAC mixes were prepared with limestone used as the coarse aggregate,pumice and zeolite used as fine aggregate. Afterwards limestone used as thefine aggregate, pumice and zeolite used as coarse aggregate. The stability of themixtures was determined with the Marshall Stability tests. Zeolite and pumicewere also used as mineral filler in LAC mixtures. Optimum mineral filler ratioand physical properties were determined. In general, pumice and zeoliteaggregate mixtures had lower stability in comparison to limestone aggregatemixtures. These wastes can be applied as very thin wearing layer for increasingfriction, to prevent pavement layers from water infiltration, and as overlaywith 25-30 mm above old pavement. Because these waste materials have verylow weights, they can be used as wearing layer in paving parking areas andnon-heavy weight vehicle traffic in roads. The importance of using wastematerials and lightweight aggregates is to reduce the environmental impact.
Anahtar Kelime:

HAFİF ASFALT BETONU KARIŞIMLARIN ÜRETİMİ İÇİN ZEOLİT VE POMZA ATIKLARININ MİNERAL AGREGA VE MİNERAL FİLLER OLARAK DEĞERLENDİRİLMESİ

Öz:
Bu çalışmada, hafif asphalt betonu (LAC) üretilmesi amacıyla pomza ve zeolit atıklarının agrega olarak kullanımı incelenmiştir. Pomza, zeolit ve kireçtaşı agregaları ile asfalt numuneler hazırlanmış ve optimum bitüm içeriği, optimum likit soyulma önleyici (LAS) katkı oranı (%0.4, 0.5, 0.6, 0.8, 0.9, 1.0 ve 1.1) ve bitüm tipi (50/70 ve 160/220) Marshall Karışım dizaynına göre belirlenmiştir. Daha sonra, kaba agrega olarak kireçtaşı, ince agrega olarak pomza ve zeolit kullanılarak bir karışım, kaba agrega olarak pomza ve zeolite, ince agrega olarak kireçtaşı kullanılarak başka bir karışım hazırlanmıştır. Karışımların dayanımları Marshall Stabilite testi ile belirlenmiştir. Ayrıca zeolit ve pomza LAC karışımlarda filler olarak kullanılmıştır. Optimum mineral filler oranı ve fiziksel özellikleri belirlenmiştir. Genel olarak, pomza ve zeolit agrega karışımları kireçtaşı ile kıyaslandığında düşük dayanım göstermiştir. Bu atıklar, sürtünmeyi artırmak amacıyla ince aşınma tabakalarında, su sızıntılarını önlemek amacıyla ve eski üstyapıların üzerine 25-30 mm kalınlığında takviye tabakası olarak kullanılabilir. Hafif olmalarından dolayı bu malzemeler otoparklarda aşınma tabakası olarak ve hafif trafik olan yollarda kullanılabilmektedir. Atık malzemeler ve hafif agregaların kullanımının önemi çevresel etkileri azaltmaktır.
Anahtar Kelime:

Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık
  • AASTHTO TP9-02. Standard Test Method for Determining Creep Compliance and Strength of Hot Mix Asphalt (HMA) Using the Indirect Tensile Test Device (Draft Test Protocol). American Association of State Highway and Transportation Officials, Washington, D.C.; 2002.
  • ASTEK. 2015. Asphalt Antistripping Additives. ASTEK Coating and Asphalt Technologies Group. http://www.asfaltkaplama.com/eng/pavegrip.ht ml
  • ASTM C 127-88. Test Method for Specific Gravity and Adsorption of Coarse Aggregate. Annual Book of ASTM Standards USA, 1992.
  • ASTM C 128-88. Test Method for Specific Gravity and Adsorption of Fine Aggregate. Annual Book of ASTM Standards USA, 1992.
  • ASTM C 131-96, Standard Test Method For Resistance To Abrasion Of Small Size Course Aggregate By Use Of The Los Angeles Machine, Annual Book of ASTM Standards, 1996.
  • ASTM D92-12b, Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester, ASTM International, West Conshohocken, PA, 2013
  • ASTM D97-06, Standard Test Method for Pour Point of Petroleum Products, ASTM International, West Conshohocken, PA, 2006
  • General Directorate of Highways (Turkey), State Highways Technical Specifications, Ankara, 2013.
  • Huang, B., Guoqiang L. & Xiang S., 2006. Investigation into three-layered HMA mixtures. Composites Part B: Engineering 37.7 : 679-690.
  • Robert L. 2010. Virta Zeolites, USGS 2009 Minerals Yearbook Saltan, M, Fındık. F.S., 2008. Stabilization of subbase layer materials with waste pumice in flexible pavement. Building and Environment, 43.4, pp 415-421..
  • U.S. Geological Survey, 2015, Mineral commodity summaries 2015: U.S. Geological Survey, 196 p., http://dx.doi.org/10.3133/70140094.
  • Uzun, I. & Terzi. S. 2012. Evaluation of andesite waste as mineral filler in asphaltic concrete mixture. Construction and Building Materials, V 31, pp 284- 288.
  • Virta, R., 2008. Natural and Synthetic Zeolites, Geotimes, Earth, Energy and Environment News, (http://www.geotimes.org/june08/article.html?i d=nn_zeolites.html#links#links)
APA Terzi S, BÜYÜKDOĞAÇ E (2018). EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. , 118 - 123. 10.21923/jesd.311826
Chicago Terzi Serdal,BÜYÜKDOĞAÇ Esra Mine EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. (2018): 118 - 123. 10.21923/jesd.311826
MLA Terzi Serdal,BÜYÜKDOĞAÇ Esra Mine EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. , 2018, ss.118 - 123. 10.21923/jesd.311826
AMA Terzi S,BÜYÜKDOĞAÇ E EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. . 2018; 118 - 123. 10.21923/jesd.311826
Vancouver Terzi S,BÜYÜKDOĞAÇ E EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. . 2018; 118 - 123. 10.21923/jesd.311826
IEEE Terzi S,BÜYÜKDOĞAÇ E "EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES." , ss.118 - 123, 2018. 10.21923/jesd.311826
ISNAD Terzi, Serdal - BÜYÜKDOĞAÇ, Esra Mine. "EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES". (2018), 118-123. https://doi.org/10.21923/jesd.311826
APA Terzi S, BÜYÜKDOĞAÇ E (2018). EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. Mühendislik Bilimleri ve Tasarım Dergisi, 6(1), 118 - 123. 10.21923/jesd.311826
Chicago Terzi Serdal,BÜYÜKDOĞAÇ Esra Mine EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. Mühendislik Bilimleri ve Tasarım Dergisi 6, no.1 (2018): 118 - 123. 10.21923/jesd.311826
MLA Terzi Serdal,BÜYÜKDOĞAÇ Esra Mine EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. Mühendislik Bilimleri ve Tasarım Dergisi, vol.6, no.1, 2018, ss.118 - 123. 10.21923/jesd.311826
AMA Terzi S,BÜYÜKDOĞAÇ E EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. Mühendislik Bilimleri ve Tasarım Dergisi. 2018; 6(1): 118 - 123. 10.21923/jesd.311826
Vancouver Terzi S,BÜYÜKDOĞAÇ E EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES. Mühendislik Bilimleri ve Tasarım Dergisi. 2018; 6(1): 118 - 123. 10.21923/jesd.311826
IEEE Terzi S,BÜYÜKDOĞAÇ E "EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES." Mühendislik Bilimleri ve Tasarım Dergisi, 6, ss.118 - 123, 2018. 10.21923/jesd.311826
ISNAD Terzi, Serdal - BÜYÜKDOĞAÇ, Esra Mine. "EVALUATION OF ZEOLITE AND PUMICE WASTE AS MINERAL AGGREGATE AND FILLER FOR PRODUCING LIGHTWEIGHT ASPHALT CONCRETE MIXTURES". Mühendislik Bilimleri ve Tasarım Dergisi 6/1 (2018), 118-123. https://doi.org/10.21923/jesd.311826