[1]
D. Cross, J. Stephen, and J. Vollmer, Structural application of 100 percent fly ash concrete, 2005 WOCA, Lexington, USA, 6 April (2005).
Google Scholar
[2]
S. Tsimas and A. Moutsatsou-Tsima, High-calcium fly ash as the fourth constituent in concrete: problems, solutions and perspectives,. Cem. & Concrete Composites, 27(2), 231-237. (2005).
DOI: 10.1016/j.cemconcomp.2004.02.012
Google Scholar
[3]
Antoni, R. Gunawan and D. Hardjito, Rapid Indicators in Detecting Variation of Fly Ash for Making HVFA Concrete, Appl. Mech. Mater. Vol. 815 pp.153-157 (2015).
DOI: 10.4028/www.scientific.net/amm.815.153
Google Scholar
[4]
P. Chindaprasirt, T. Chareerat, and V. Sirivivatnanon, Workability and strength of coarse high calcium fly ash geopolymer,. Cement and Concrete Composites, 29(3), 224-229. (2007).
DOI: 10.1016/j.cemconcomp.2006.11.002
Google Scholar
[5]
X. Guo, H. Shi, and W.A. Dick, Compressive strength and microstructural characteristics of class C fly ash geopolymer,. Cement and Concrete Composites, 32(2), 142-147. (2010).
DOI: 10.1016/j.cemconcomp.2009.11.003
Google Scholar
[6]
P. Topark-Ngarm, P. Chindaprasirt, and V. Sata, Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete,. Journal of Materials in Civil Engineering (2014).
DOI: 10.1061/(asce)mt.1943-5533.0001157
Google Scholar
[7]
S. Pangdaeng, T. Phoo-ngernkham, V. Sata, and P. Chindaprasirt, Influence of curing conditions on properties of high calcium fly ash geopolymer containing Portland cement as additive,. Materials & Design, 53, 269-274. (2014).
DOI: 10.1016/j.matdes.2013.07.018
Google Scholar
[8]
D. Hardjito, C.C. Cheak, and C.H.L. Ing, Strength and setting times of low calcium fly ash-based geopolymer mortar, Mod. Appl. Sci. Vol 2, No 4, (2008).
DOI: 10.5539/mas.v2n4p3
Google Scholar
[9]
J. Tailby and K.J.D. MacKenzie, Structure and mechanical properties of aluminosilicate geopolymer composites with Portland cement and its constituent minerals, Cem. & Con. Res. Vol. 40 pp.787-794, (2010).
DOI: 10.1016/j.cemconres.2009.12.003
Google Scholar
[10]
J.R. Black, Mix design process for alkaline-activated class F fly ash geopolymer concrete, Final project report, University of New South Wales, Australia (2012).
Google Scholar
[11]
H.W. Nugteren, V.C.L. Butselaar-Orthilieb, M. Izquierdo, G.J. Witkamp, and M.T. Kreutzer, High strength geopolymer from fractionated and pulverized fly ash, 2009 WOCA. Lexington, USA, May (2009).
Google Scholar
[12]
J. Davidovits, Geopolymer chemistry and applications, 2nd ed. Saint-Quentin, France: Institute Géopolymère, (2008).
Google Scholar
[13]
A. Kusbiantoro, M.S. Ibrahim, K. Muthusamy, and A. Alias, Development of sucrose and citric acid as the natural based admixture for fly ash based geopolymer, Proc. Env. Sci. Vol 17 pp.596-602, (2013).
DOI: 10.1016/j.proenv.2013.02.075
Google Scholar
[14]
A. Nazari, A. Maghsoudpour, and J.G. Sanjayan, Flexural strength of plain and fiber reinforced boroaluminosilicate geopolymer, Const. & Build. Materials. Vol. 76 pp.207-213, (2015).
DOI: 10.1016/j.conbuildmat.2014.12.002
Google Scholar
[15]
ASTM C618-08, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, ASTM International, West Conshohocken, PA, (2008).
DOI: 10.1520/c0618-00
Google Scholar
[16]
ASTM C191-04, Standard Test Method for Time of Setting of Hydraulic Cement by Vicat Needle, ASTM International, West Conshohocken, PA, (2004).
Google Scholar