Investigation of characteristics and leaching behavior of coal fly ash, coal fly ash bricks and clay bricks

2017 ◽  
Vol 7 ◽  
pp. 152-159 ◽  
Author(s):  
Nidhi Gupta ◽  
Vidyadhar V. Gedam ◽  
Chandrashekhar Moghe ◽  
Pawan Labhasetwar
2019 ◽  
Vol 16 ◽  
pp. 100461 ◽  
Author(s):  
Nidhi Gupta ◽  
Vidyadhar V. Gedam ◽  
Chandrashekhar Moghe ◽  
Pawan Labhasetwar

2012 ◽  
Vol 104 ◽  
pp. 50-56 ◽  
Author(s):  
Gul Akar ◽  
Mehmet Polat ◽  
Greg Galecki ◽  
Uner Ipekoglu

2000 ◽  
Vol 20 (2-3) ◽  
pp. 193-201 ◽  
Author(s):  
J.P.G.M. Schreurs ◽  
H.A. van der Sloot ◽  
Ch. Hendriks

2010 ◽  
Vol 2 (1) ◽  
pp. 87-94 ◽  
Author(s):  
Nikolaos Koukouzas ◽  
Chrisovalantis Ketikidis ◽  
Grigorios Itskos ◽  
Xenophon Spiliotis ◽  
Vayos Karayannis ◽  
...  
Keyword(s):  
Fly Ash ◽  

2018 ◽  
Vol 44 (4) ◽  
pp. 4400-4412 ◽  
Author(s):  
D. Eliche-Quesada ◽  
J.A. Sandalio-Pérez ◽  
S. Martínez-Martínez ◽  
L. Pérez-Villarejo ◽  
P.J. Sánchez-Soto

Author(s):  
Alberto Jr Longos ◽  
April Anne Tigue ◽  
Ithan Jessemar Dollente ◽  
Roy Alvin Malenab ◽  
Ivyleen Bernardo-Arugay ◽  
...  

Geopolymer cement has been popularly studied nowadays compared to ordinary Portland cement but has demonstrated superior environmental advantages due to its lower carbon emissions and waste material utilization. Several studies on geopolymers have utilized various wastes like fly ash, blast furnace slag, silica fume, rice husk, or a combination of these wastes. This paper presents a mix formulation design experiment to produce a geopolymer from nickel-laterite mine waste (NMW) and coal fly ash (CFA) as a geopolymer precursor, and sodium hydroxide (SH) and sodium silicate (SS) as alkali activators. An I-optimal design experiment is used to predict the compressive strength for all the mixture's possible formulations and identify optimal proportions to minimize the average variance of prediction. A mixed formulation run of 50% NMW, SH-to-SS ratio of 0.5, and an activator-to-precursor ratio of 0.4286 yielded the highest 28-day unconfined compressive strength (UCS) of 22.1±5.4 MPa. Furthermore, using an optimized formulation of 50.12% NMW, SH-to-SS ratio of 0.516, and an activator-to-precursor ratio of 0.428, an actual UCS value of 36.26±3.6 MPa was obtained. The result implies that the synthesized geopolymer material can be potentially used for pedestrian pavers, light traffic pavers, plain concrete for leveling, building bricks, ceramic glazed facing brick, and fired clay bricks.


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