Very high strength (120MPa) class F fly ash geopolymer mortar activated at different NaOH amount, heat curing temperature and heat curing duration

Author:

Atiş C.D.,Görür E.B.,Karahan O.,Bilim C.,İlkentapar S.,Luga E.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

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2. Compressive strength and microstructural characteristics of class C fly ash geopolymer;Guo;Cement Concr. Compos.,2010

3. Strength properties of high-volume fly ash roller compacted and workable concrete, and influence of curing condition;Atis;Cem. Concr. Res.,2005

4. P.K. Mehta, Pozzolanic and cementitious by-products as mineral admixtures for concrete—a critical review, in: V.M. Malhotra (Ed.), First Int. Conf. on the use of Fly Ash, Silica Fume, Slag and Other Mineral By-Products in Concrete, ACI SP-79, Detroit, 1983, pp. 1–48.

5. High fly ash concrete;Haque;ACI Mater. J.,1984

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