Hardened Mechanical 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.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/20/4/20_287/_pdf
Reference49 articles.
1. 1) Adam, A. A. and Horianto, (2014). “The effect of temperature and duration of curing on the strength of fly ash based geopolymer mortar.” Procedia Engineering, 95, 410-414.
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) Almuhsin, B., Al-Attar, T. and Hasan, Q., (2018). “Effect of discontinuous curing and ambient temperature on the compressive strength development of fly ash based geopolymer concrete.” MATEC Web of Conferences, 162, 1-7.
4. 4) ASTM, (2014). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete (ASTM C618).” West Conshohocken, PA, USA: ASTM International.
5. 5) ASTM, (2010). “Standard test method for compressive strength of cylindrical concrete specimens (ASTM C39/C39M).” West Conshohocken, PA, USA: ASTM International.
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