Strength development in clay–fly ash geopolymer
By Patimapon Sukmak, Suksun Horpibulsuk, Shuilong Shen. 2013
395 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ab6c0c82b4000239a7aeb128b9a8792bc53a0913
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- Suksun Horpibulsuk
- A. Arulrajah
- M. Ramli
- C. Cheah
- W. K. Part
- Patimapon Sukmak
- Tanakorn Phoo-ngernkham
- P. Chindaprasirt
In Civil and Structural Engineering
- Suksun Horpibulsuk
- A. Arulrajah
- M. Ramli
- W. K. Part
- C. Cheah
- P. Chindaprasirt
- Patimapon Sukmak
- Tanakorn Phoo-ngernkham
Citations in the corpus
- Compressive strength development in fly ash geopolymer masonry units manufactured from water treatment sludge (2015, background): “(65 C) is insufficient to stimulate the geopolymerization reaction whereas the higher temperature (85 C) may cause the immediate decrease of liquid in the sample and induce structural creaks on the sample [36,37].”
- An overview on the influence of various factors on the properties of geopolymer concrete derived from industrial by-products (2015, methodology): “ASTM class F FA has been widely used as geopolymer source materials [18,33,65].”
- Strength development and durability of alkali-activated fly ash mortar with calcium carbide residue as additive (2018, positive): “However, this FA needs a temperature curing at around 40 to 75 o C for improving the degree of geopolymerization, though its strength when cured at ambient temperature is sufficiently used in construction work as reported by researchers [9, 11].”