TY - JOUR
T1 - Influence of Mixing Order on the Synthesis of Geopolymer Concrete
AU - Mukhametkaliyev, Timur
AU - Ali, Md Hazrat
AU - Kutugin, Viktor
AU - Savinova, Olesya
AU - Vereschagin, Vladimir
N1 - Funding Information:
This research is funded by the Ministry of Education and Science (MES), Republic of Kazakhstan, Grant No SEDS2022014. The Source of funding code is 055.01.01. The APC was funded by 055.01.01.
Publisher Copyright:
© 2022 by the authors.
PY - 2022/11
Y1 - 2022/11
N2 - Geopolymers are high-performance, cost-effective materials made from industrial waste that ideally fit the needs of 3D printing technology used in construction. The novelty of the present work lies in the investigation of methods to mix geopolymer concrete from fly ash (FA) class F, ground granulated blast furnace slag (GGBS), and raw calcined kaolin clay (RCKC) to determine the mixing procedure which provides the best mechanical strength and structural integrity. The experimental results show that aluminosilicates with different reaction parameters when mixed one after another provide the optimal results while the geopolymer concrete possesses the highest compressive strength and the denser structure. The results demonstrated that the reactivity of GGBS, FA, and RCKC increased for different depolymerization speeds of the selected aluminosilicates. This research will provide results on how to improve the mixing order for geopolymer synthesis for 3D printing demands. The highest compressive strength and denser structure of geopolymer concrete is achieved when each type of aluminosilicate is mixed with an alkaline medium separately.
AB - Geopolymers are high-performance, cost-effective materials made from industrial waste that ideally fit the needs of 3D printing technology used in construction. The novelty of the present work lies in the investigation of methods to mix geopolymer concrete from fly ash (FA) class F, ground granulated blast furnace slag (GGBS), and raw calcined kaolin clay (RCKC) to determine the mixing procedure which provides the best mechanical strength and structural integrity. The experimental results show that aluminosilicates with different reaction parameters when mixed one after another provide the optimal results while the geopolymer concrete possesses the highest compressive strength and the denser structure. The results demonstrated that the reactivity of GGBS, FA, and RCKC increased for different depolymerization speeds of the selected aluminosilicates. This research will provide results on how to improve the mixing order for geopolymer synthesis for 3D printing demands. The highest compressive strength and denser structure of geopolymer concrete is achieved when each type of aluminosilicate is mixed with an alkaline medium separately.
KW - clay
KW - concrete
KW - fly ash
KW - geopolymer
KW - inorganic polymer
KW - slag
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U2 - 10.3390/polym14214777
DO - 10.3390/polym14214777
M3 - Article
AN - SCOPUS:85141855563
SN - 2073-4360
VL - 14
JO - Polymers
JF - Polymers
IS - 21
M1 - 4777
ER -