TY - JOUR
T1 - A review on mixture design methods for geopolymer concrete
AU - Li, Ning
AU - Shi, Caijun
AU - Zhang, Zuhua
AU - Wang, Hao
AU - Liu, Yiwei
N1 - Funding Information:
We thank the financial supports of National Natural Science Foundation of China ( 51638008 and 51878263 ), Hunan Provincial Top Researcher Funding ( 2017XK2017 ) and Innovation Foundation For Postgraduate ( CX2018B219 ). Appendix A
Publisher Copyright:
© 2019 Elsevier Ltd
PY - 2019/12/1
Y1 - 2019/12/1
N2 - Geopolymer concretes (GPCs) can be produced by chemical activation of industrial by-products and processed natural minerals that contain aluminosilicate. There have been a few demonstrative constructions built using of GPCs as a greener alternative choice to Portland cement concrete (PCC); unfortunately, there is no standard or specification of guidelines for the design of GPC mixtures. This is partially because of so many variables affecting GPC manufacture, such as the property of raw materials, type and dosage of activator and curing scheme. Despite the fact of convention of building industry, the lack of proper mixture design method limits the wide acceptance of GPC in industry. In this paper, a review on currently reported mixture design methods of GPC prepared with slag and fly ash is presented. The various methods are classified into three categories: target strength method, performance-based method, and statistical factorial model method. The difference in the procedures, advantages and disadvantages among those methods are discussed. It is recommended that a proper design method should be chosen according to actual production situation and performance requirement of GPC.
AB - Geopolymer concretes (GPCs) can be produced by chemical activation of industrial by-products and processed natural minerals that contain aluminosilicate. There have been a few demonstrative constructions built using of GPCs as a greener alternative choice to Portland cement concrete (PCC); unfortunately, there is no standard or specification of guidelines for the design of GPC mixtures. This is partially because of so many variables affecting GPC manufacture, such as the property of raw materials, type and dosage of activator and curing scheme. Despite the fact of convention of building industry, the lack of proper mixture design method limits the wide acceptance of GPC in industry. In this paper, a review on currently reported mixture design methods of GPC prepared with slag and fly ash is presented. The various methods are classified into three categories: target strength method, performance-based method, and statistical factorial model method. The difference in the procedures, advantages and disadvantages among those methods are discussed. It is recommended that a proper design method should be chosen according to actual production situation and performance requirement of GPC.
KW - Compressive strength
KW - Geopolymer concrete
KW - Mixture design
KW - Performance
KW - Statistical factorial model
UR - http://www.scopus.com/inward/record.url?scp=85072722053&partnerID=8YFLogxK
U2 - 10.1016/j.compositesb.2019.107490
DO - 10.1016/j.compositesb.2019.107490
M3 - Review article
AN - SCOPUS:85072722053
SN - 1359-8368
VL - 178
JO - Composites Part B: Engineering
JF - Composites Part B: Engineering
M1 - 107490
ER -