Sulfuric acid resistance of high-volume fly ash concrete
By S. Aydın, Halit Yazıcı, Hüseyin Yiğiter, Bulent Baradan. 2007
154 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ace6156dff55b350d74d420478dee8878c058f9c
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
- Vanchai Sata
- P. Chindaprasirt
- Apha Sathonsaowaphak
- A. Mardani‐Aghabaglou
- K. Ramyar
- M. Ramli
- C. Cheah
- W. K. Part
In Civil and Structural Engineering
- Vanchai Sata
- P. Chindaprasirt
- Apha Sathonsaowaphak
- A. Mardani‐Aghabaglou
- K. Ramyar
- M. Ramli
- W. K. Part
- C. Cheah
Citations in the corpus
- Resistance of lignite bottom ash geopolymer mortar to sulfate and sulfuric acid attack (2012, background): “In addition, the siliceous compounds in FA and FBA reacted with free lime to form a more stable product of C–S–H that further filled the pores in mortars [32].”
- Comparison of fly ash, silica fume and metakaolin from mechanical properties and durability performance of mortar mixtures view point (2014, background): “In addition, resistance of the mixture to freeze–thaw cycles [11], sulfate attack [12,13], acidic attack [14], alkali–aggregate reaction [15] and reinforcement corrosion [16] as well as transport properties of the mixture [17,18] were reported to be improved with the addition of mineral admixture.”