Design, Processing and Characterization of Fly Ash-Based Geopolymers for Lightweight Concrete Application

被引:0
|
作者
Al Bakri, Abdullah Mohd Mustafa [1 ]
Kamarudin, Hussin [1 ]
Nizar, Ismail Khairul [2 ]
Sandu, Andrei Victor [3 ]
Binhussain, Mohamed [4 ]
Zarina, Yahya [1 ]
Rafiza, Abdul Razak [1 ]
机构
[1] Univ Malaysia Perlis, Ctr Excellence Geopolymer & Green Technol, Sch Mat Engn, Kangar 01000, Perlis, Malaysia
[2] Univ Malaysia Perlis, Sch Environm Engn, Kangar 01000, Perlis, Malaysia
[3] Gheorghe Asachi Tech Univ Iasi, Fac Mat Sci & Engn, Iasi 700050, Romania
[4] King Abdul Aziz Sci & Technol KACST, Riyadh 11442, Saudi Arabia
来源
REVISTA DE CHIMIE | 2013年 / 64卷 / 04期
关键词
fly ash; geopolymers; mix design; lightweight; compressive strength; CEMENT; MICROSTRUCTURE; TEMPERATURE; ACTIVATION; STRENGTH;
D O I
暂无
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The mix design of geopolymers plays important role in obtaining desirable compressive strength. Optimum mix design of geopolymers can be applied for application, such as lightweight concrete. In order to determine the maximum compressive strength for lightweight concrete production, fly ash geopolymers were produced with various ratios of fly ash/alkaline activator (0.5 - 3.0), Na(2)SiO(3)solution/NaOH solution (0.5 - 3.0) and 12 M of NaOH solution. The geopolymer materials were mixed and cured at 70 degrees C for 24 h and tested on 7 days. Maximum compressive strength was obtained when the ratios of fly ash/alkaline activator and Na2SiO3 solution/NaOH solution were 2.0 and 2.5, respectively. The characterization and morphology of geopolymers were performed by using X-Ray Diffraction (XRD), Fourier Transform Infrared Spectroscopy (FTIR) and Scanning Electron Microscopy (SEM). It was clearly shown that the best mix design of geopolymers produced denser matrix and less unreacted fly ash compared to other samples.
引用
收藏
页码:382 / 387
页数:6
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