Effect of Fly Ash Content on Rheological Properties of Self-compacting Geopolymer Mortar
Author:
Affiliation:
1. Graduate School of Urban Innovation, Department of Civil Engineering, Yokohama National University, Kanagawa, 240-8501, Japan.
2. Department of Civil Engineering, NFC Institute of Engineering and Fertilizer Research, Faisalabad, Pakistan.
Publisher
Japan Concrete Institute
Link
https://www.jstage.jst.go.jp/article/jact/22/3/22_103/_pdf
Reference46 articles.
1. 1) Akhtar, N. and Jamkar, S. S., (2015). “Effect of fly ash content on properties of geopolymer concrete (GPC).” International Journal of Engineering, Education And Technology (ARDIJEET), 3(2), 1-10.
2. 2) Aliabdo, A. A., Abd Elmoaty, A. E. M. and Salem, H. A., (2016). “Effect of cement addition, solution resting time and curing characteristics on fly ash based geopolymer concrete performance.” Construction and Building Materials, 123, 581-593.
3. 3) ASTM, (2014). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete (ASTM C618).” West Conshohocken, Pennsyvania, USA: ASTM International.
4. 4) Belaidi, A. S. E., Kenai, S., Kadri, E. H., Soualhi, H. and Benchaâ, B., (2016). “Effects of experimental ternary cements on fresh and hardened properties of self-compacting concretes.” Journal of Adhesion Science and Technology, 30(3), 247-261.
5. 5) Benabed, B., Kadri, E. H., Azzouz, L. and Kenai, S., (2012). “Properties of self-compacting mortar made with various types of sand.” Cement and Concrete Composites, 34(10), 1167-1173.
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