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SİYAH KARBONUN ASFALT KARIŞIMLARIN MEKANİK ÖZELLİKLERİ ÜZERİNDEKİ ETKİSİ

THE EFFECT OF CARBON BLACK ON THE MECHANICAL PROPERTIES OF ASPHALT MIXTURES

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Abstract (2. Language): 
The effect of carbon black used as a filler on the mechanical properties of asphalt mixtures was investigated. The asphalt mixtures in which carbon black and limestone fillers that have the same aggregate gradation were prepared and optimum bitumen content was determined by Marshall stability test. Mechanical characteristics of the carbon black and control mixtures were evaluated with Marshall stability, indirect tensile stiffness modulus, creep stiffness and indirect tensile strength tests. From these tests values it is clear that the best results were obtained from mixtures with carbon black filler. The results of investigation show that carbon black improves the mechanical properties of asphalt mixtures.
Abstract (Original Language): 
Bu çalışmada, filler olarak kullanılan siyah karbonun asfalt karışımların mekanik özellikleri üzerindeki etkisi araştırılmıştır. Aynı agrega gradasyonuna sahip kalker ve siyah karbon filleri içeren asfalt karışımları hazırlanmış ve optimum bitüm oranı Marshall stabilite testi ile belirlenmiştir. Siyah karbon ve kontrol karışımlarının mekanik özellikleri Marshall stabilitesi, indirek çekme rijitlik modülü, sünme rijitliği ve indirek çekme direnci testleri yapılarak değerlendirilmiştir. Bu testler sonucunda, filler olarak siyah karbon kullanılan karışımların en iyi sonuçları verdiği açıkça gözlenmiştir. Araştırmanın sonuçları, siyah karbonun asfalt karışımların mekanik özelliklerini geliştirdiğini ortaya koymuştur.
179-189

REFERENCES

References: 

[1] Benson F.C., Martinez D.F., “Evaluation of several mineral fillers for use in item 340 hotmix asphaltic concrete”, Report FHWA/TX/85/1, Texas Transportation Institute, USA,
1984.
[2] Roberts F.L., Kandhal P.S., Brown E.R., et.al., “Hot mix asphalt materials, mixture
design, and construction”, NAPA Education Foundation, Maryland, USA, 2000.
[3] Rogue R., Birgisson B., Tia M., et.al., “Guidelines for use of modifiers in Superpave
mixtures: evaluation of Ground-Tire-Rubber (GTR)”, Report 4910/4504/718/12,
University of Florida, USA, 2004.
[4] Martin K.G., “Preliminary microviscometer studies of carbon black bitumen dispersions”,
Proceedings of the Australian Road Research Board 1962; 1(II).
[5] Rostler F.S., White R.M., Dannebege E.M., “Carbon black as a reinforcing agent for
asphalt”, Proceedings of the Association of Asphalt Paving Technologists, 4: 376, 1977.
[6] Terrel R.L., Rimstrington S., “Evaluation of wood lignin as a substitute or extender for
asphalt”, Report FHWA/RD-80/125, FHA, Washington DC, 1980.
[7] Yao Z., Monismith C.L., “Behavior of asphalt mixtures with carbon black
reinforcement”, Proceedings of the Association of Asphalt Paving Technologists 1987;
32.
[8] Button J.W., Little J.L., Kim Y., et.al., “Mechanistic evaluation of selected asphalt
additives”, Proceedings of the Association of Asphalt Paving Technologists 1987; 56.
[9] Resistance to plastic flow of bituminous mixtures using the Marshall apparatus, ASTM D
1559.
[10] Zoorob S.E., Suparma L.B., “Laboratory design and investigation of the properties of
continuously graded Asphaltic concrete containing recycled plastics aggregate
replacement (Plastiphalt)”, Cement & Concrete Composites 22, p. 233-242, 2000.
[11] British Standards Institution, “Method for the determination of the indirect tensile
stiffness modulus of bituminous mixtures”, Draft for development DD-213, 1993.
[12] British Standards Institution, “Method for the determination of creep stiffness of
bituminous aggregate mixtures subject to unconfined uniaxial loading”, Draft for
development DD-185, 1990.

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