In this paper, the fresh properties, dielectric properties and temperature profile of fly ash-based geopolymer mortars are investigated to observe the effect of mixture proportions and time after mixing. Sodium hydroxide (NaOH) and sodium silicate (Na 2 SiO 3 ) were used as the activators. The resul
Compressive strength and degree of reaction of biomass- and fly ash-based geopolymer
β Scribed by Smith Songpiriyakij; Teinsak Kubprasit; Chai Jaturapitakkul; Prinya Chindaprasirt
- Publisher
- Elsevier Science
- Year
- 2010
- Tongue
- English
- Weight
- 339 KB
- Volume
- 24
- Category
- Article
- ISSN
- 0950-0618
No coin nor oath required. For personal study only.
β¦ Synopsis
Rice husk and bark ash (RHBA) was used as a rich SiO 2 source to partially replace fly ash in making geopolymer. Consequently, the SiO 2 /Al 2 O 3 ratio was extended to the wide range of 4.03-1035. Compressive strength, degree of reaction, and microstructure of the geopolymers were investigated to observe the effect of SiO 2 /Al 2 O 3 ratio. Results revealed that the optimum SiO 2 /Al 2 O 3 ratio to obtain the highest compressive strength was 15.9. Fly ash was more reactive than RHBA. It was also shown that not only the reactivity of the source materials but also the quality of the matrix contributed to the enhancement of compressive strength of the geopolymer paste.
π SIMILAR VOLUMES
Fundamental research into the geopolymerisation process is increasing rapidly because of the potential commercial application of this technology. Despite this, however, very little work has been undertaken to determine the relationship between composition and temperature on the final chemical and ph
## Abstract Compressive properties of epoxy composites reinforced with fly ash and fibers, which have differing aspect ratios, are studied. Retention of strength and modulus are observed for a greater range of fiber volume fractions following fly ash introduction into the system. A slight decrease
The effectiveness, K, of a fly ash can be defined as the ratio of the amount of cement replaced to the amount of fly ash added, provided the specified requirements of the concrete are maintained. It is generally assumed that the effectiveness of a fly ash can be treated as a constant. This paper pre