Academic Journal

Effects of Wet Separated and High Speed Milling Fly Ash Added in High Volume to Cementitious Materials

التفاصيل البيبلوغرافية
العنوان: Effects of Wet Separated and High Speed Milling Fly Ash Added in High Volume to Cementitious Materials
المؤلفون: Haider, Usman, Ali, Asif, Bittnar, Zdeněk, Humayon, Muhammad, Valentin, Jan
المصدر: Periodica Polytechnica Civil Engineering; Vol. 64 No. 1 (2020); 81-100 ; 1587-3773 ; 0553-6626
بيانات النشر: Budapest University of Technology and Economics
سنة النشر: 2020
المجموعة: Periodica Polytechnica (Budapest University of Technology and Economics)
مصطلحات موضوعية: milling, raw fly ash, milled, second layer, third layer, cementitious, alumina, silicate, particles
الوصف: In this research high speed milling was carried out on particles of brown coal raw fly ash, on second layer, and on third layer particles obtained from wet separation of brown coal raw fly ash. Due to milling process, median particle size d50 of raw fly ash, second layer, and third layer reduced by 46 %, 23 %, and 77 %, densities reduced by 11 %, 17 %, and 8 % respectively. Due to milling process, formation of agglomerations was observed, the standard deviation of the chemical composition of each element from the mean value reduced. After milling, high volume cementitious paste mixes were prepared with 60 % cement replacement. Due to the milling process the increase in compressive strength at 28 and 90 days was observed for raw fly ash is 59 % and 16 %, for second layer is 12% and 15 %, for third layer and milled third layer is 78 % and 75 %. Flexural strength testing showed that due to the milling process the deflections at maximum loads have reduced considerably leading to brittle behavior of milled cementitious specimens. The testing for Mercury Intrusion Porosimetry showed that the cementitious specimens of third layer have maximum concentration of large capillary pores between 0.05 and 10 µm, whereas, all others have maximum concentration of medium capillary pores between 0.01 and 0.05 µm. Autogenous shrinkage of cementitious specimens was measured for first sixteen hours after mixing which showed that the second layer particles have the least shrinkage as compared to all other specimens.
نوع الوثيقة: article in journal/newspaper
وصف الملف: application/pdf
اللغة: English
Relation: https://pp.bme.hu/ci/article/view/14846/8610; https://pp.bme.hu/ci/article/view/14846
الاتاحة: https://pp.bme.hu/ci/article/view/14846
Rights: Copyright (c) 2020 Periodica Polytechnica Civil Engineering
رقم الانضمام: edsbas.B6E39EC5
قاعدة البيانات: BASE