Resistance of alkali-activated slag concrete to carbonation

By T. Bakharev, J. Sanjayan, Yi-Bing Cheng. 2001

307 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Durability of concrete incorporating GGBS activated by water-glass (2008, result): “Although the hydration of OPC/slag blended and AAS in concrete produces low Ca(OH)2, which is responsible for carbonation in OPC concrete, some researchers [19,20] had reported higher carbonation with AAS concrete especially with low grade concretes in comparison with OPC concrete.”
Strength development and durability of alkali-activated fly ash mortar with calcium carbide residue as additive (2018, unknown): “In regard to the durability of alkali-activated binders, several researchers [42-46] reported that the alkali-activated binder has excellent resistance to sulfate and acid, which is superior to that of normal PC mortar and concrete.”
Steel corrosion behaviour in carbonated alkali-activated slag concrete (2009, background): “(i) AAS concrete has a low capacity to buffer the pH of the pore solution because the calcium-to-silica ratio in C–S–H of AAS concrete is much lower than OPC [8,21], and to favour the presence of Q(3)-type Si units [22].”
The development of compressive strength of ground granulated blast furnace slag-palm oil fuel ash-fly ash based geopolymer mortar (2014, background): “[18,19] reported that alkali-activated slag concrete had lower resistance to carbonation and alkali-aggregate than that of OPC concrete of similar grade.”