Synthesis and characterization of geopolymer composites based on gasification coal fly ash and steel slag

2019 ◽  
Vol 211 ◽  
pp. 646-658 ◽  
Author(s):  
Yuchi Chen ◽  
Xian Zhou ◽  
Sha Wan ◽  
Rui Zheng ◽  
Jun Tong ◽  
...  
2021 ◽  
Vol 170 ◽  
pp. 302-314
Author(s):  
Adeyinka S. Yusuff ◽  
Aman K. Bhonsle ◽  
Jayati Trivedi ◽  
Dinesh P. Bangwal ◽  
Lok P. Singh ◽  
...  

2017 ◽  
Vol 143 (9) ◽  
pp. 04017042 ◽  
Author(s):  
Nkululeko Z. N. Ndlovu ◽  
Roland N. M. Missengue ◽  
Leslie F. Petrik ◽  
Tunde Ojumu

2017 ◽  
Vol 312 ◽  
pp. 299-309 ◽  
Author(s):  
Grace N. Muriithi ◽  
Leslie F. Petrik ◽  
Wilson M. Gitari ◽  
Frédéric J. Doucet

2008 ◽  
Vol 34 (8) ◽  
pp. 2137-2142 ◽  
Author(s):  
Erika Furlani ◽  
Sergio Brückner ◽  
Dino Minichelli ◽  
Stefano Maschio

2018 ◽  
Vol 5 (5) ◽  
pp. 055507 ◽  
Author(s):  
Yong Liu ◽  
Qiong Luo ◽  
Guodong Wang ◽  
Xianlong Li ◽  
Ping Na

Minerals ◽  
2021 ◽  
Vol 11 (6) ◽  
pp. 593
Author(s):  
Mehmet Emin Küçük ◽  
Teemu Kinnarinen ◽  
Juha Timonen ◽  
Olli Mulari ◽  
Antti Häkkinen

This study focuses on characterisation of side streams including biomass fly ash, biomass bottom ash, coal fly ash, green liquor dregs, limestone mine tailings, and electric arc furnace steel slag from different industrial locations in Finland. It was found that the fly ash samples contained the highest Al2O3 and SiO2 concentrations, a large number of spherical particles of small sizes and high specific surface areas. Fly ashes and steel slag were observed to contain higher amounts of amorphous phases compared to the other side streams. The high loss on ignition value of the coal fly ash and green liquor dregs was found to exceed the limitations for their application in geopolymer composites. Despite their relatively high concentrations in ashes and steel slag, the leaching tests have shown that no hazardous metal leached out from the streams. Finally, test specimens of geopolymer composites (GP2) were prepared by the application of biomass fly ash, bottom ash, and limestone mine tailings without any pre-treatment process, in addition to the ordinary Portland cement-(R) and metakaolin-based geopolymer composites (GP1). The measured compressive (14.1 MPa) and flexural strength (3.5 MPa) of GP2 suggest that it could be used in concrete kerbs and paving flags. The data has also shown that over 500% of the compressive strength was developed between 7 and 28 days in GP2, whereas in the case of reference concrete (R) and the metakaolin-based geopolymer composite (GP1) it was developed in the first 7 days.


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