Mechanical performance and optimization of high-volume fly ash concrete containing plastic wastes and graphene nanoplatelets using response surface methodology

被引:116
|
作者
Adamu, Musa [1 ]
Trabanpruek, Pattanawit [1 ]
Jongvivatsakul, Pitcha [1 ]
Likitlersuang, Suched [2 ]
Iwanami, Mitsuyasu [3 ]
机构
[1] Chulalongkorn Univ, Dept Civil Engn, Innovat Construct Mat Res Unit, Bangkok 10330, Thailand
[2] Chulalongkorn Univ, Fac Engn, Ctr Excellence Geotech & Geoenvironm Engn, Dept Civil Engn, Bangkok 10330, Thailand
[3] Tokyo Inst Technol, Dept Civil & Environm Engn, Tokyo 1528552, Japan
关键词
High-volume fly ash; Plastic waste; Graphene nanoplatelets; HVFA concrete; Response surface methodology; ROLLER COMPACTED CONCRETE; CRUMB RUBBER; NANO-SILICA; PAVEMENT;
D O I
10.1016/j.conbuildmat.2021.125085
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Effect of plastic waste (PW) and graphene nanoplatelets (GNP) on properties of high-volume fly ash (HVFA) concrete was investigated. Response surface methodology has been used for designing experiment, modelling, and optimization. The variables were PW, HVFA, and GNP, and the responses were strengths and water ab-sorption. PW and HVFA reduce the strengths and absorption while GNP enhances them. The proposed models developed were significant with high level of correlation. Optimized mix was achieved by substituting 15.3% of coarse aggregate using PW, 6.07% of cement using HVFA, and adding GNP at 0.22%, and was experimentally validated with error less than 5%.
引用
收藏
页数:15
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