TY  - JOUR
T1  - Effect of Different Mineral Filler Ratios on Viscosity in Slurry Seal Mixtures
TT  - Harç Tipi Kaplamalardaki Farklı Mineral Filler Oranlarının Viskozite Üzerine Etkisi
AU  - Aslan, Şevket
AU  - Aktaş, Bekir
PY  - 2022
DA  - April
JF  - Erciyes Üniversitesi Fen Bilimleri Enstitüsü Fen Bilimleri Dergisi
PB  - Erciyes Üniversitesi
WT  - DergiPark
SN  - 1012-2354
SP  - 73
EP  - 78
VL  - 38
IS  - 1
LA  - en
AB  - Slurry seal and Microsurfacing are one of the most significant applications of pavement preservation methods on highway surfaces. The slurry seal mixtures consist of aggregate, bitumen emulsion, water, mineral filler (cement etc.), and some additives. The appropriate amounts of these materials play an important role in viscosity. In this study, laboratory research was performed to understand the viscosity changing in slurry seal samples according to Standard Test Method for Viscosity Determination of Asphalt (ASTM D 4402-15 2015). As a result, slurry seal samples prepared with different mineral filler ratio have different viscosity values.
KW  - slurry seal
KW  - microsurfacing
KW  - viskozite
N2  - Harç tipi kaplamalar, yol kaplama yüzeylerinde kullanılan koruma yöntemlerinin en önemli uygulamalarından biridir. Harç tipi kaplamalar, agrega, bitüm emülsiyonu, su, mineral filler (çimento vb.) ve bazı katkı malzemelerinden oluşur. Bu malzemelerin oranları viskozite parametresinde önemli bir rol oynar. Bu çalışmada, Standard Test Method for Viscosity Determination of Asphalt (ASTM D 4402-15 2015) yöntemi kullanılarak harç tipi kaplama numunelerindeki viskozite değişimi üzerine laboratuvar araştırması yapılmıştır. Sonuç olarak, farklı mineral filler oranlarına sahip harç tipi kaplama numunelerinin farklı viskozite değerlerine sahip olduğu bulunmuştur.
CR  - Bhargava, Nishant, Anjan Kumar Siddagangaiah, and Teiborlang Lyngdoh Ryntathiang. 2021. “Sustainable Development with Microsurfacing: A Review.” Journal of Testing and Evaluation 49 (2). ASTM International: 20180817. https://doi.org/10.1520/jte20180817.
CR  - Gransberg, Douglas D. 2010. NCHRP 411 Synthesis of Microsurfacing.
CR  - Broughton, Ben, Soon-Jae Lee, and Yoo-Jae Kim. 2012. “30 Years of Microsurfacing: A Review.” ISRN Civil Engineering. https://doi.org/10.5402/2012/279643.
CR  - Patel, Naitik, and Rajesh Gujar. 2017. “Evaluation of Performance of High Calcium Fly Ash as a Mineral Filler in Mix Design of Microsurfacing of Road Pavement.” Civil Engineering and Urban Planning: An International Journal (CiVEJ) 4 (2): 49–58. https://doi.org/10.5121/civej.2017.4204.
CR  - ASTM D 4402-15. 2015. “Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer.” American Society of Testing and Materials (ASTM). https://doi.org/10.1520/D4402.
UR  - https://dergipark.org.tr/tr/pub/erciyesfen/issue//766500
L1  - https://dergipark.org.tr/tr/download/article-file/1193409
ER  -