The alkali–silica reaction in alkali-activated granulated slag mortars with reactive aggregate
By A. Fernández-Jiménez, F. Puertas. 2002
146 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/954d2cd01151fd0f2d1d952f6a7b9873a7fa97eb
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- I. García-Lodeiro
- A. Palomo
- A. Fernández-Jiménez
- S. Peethamparan
- R. Thomas
- J. Provis
- P. Sarker
- N. Neithalath
In Materials Chemistry
- I. García-Lodeiro
- A. Palomo
- A. Fernández-Jiménez
- S. Peethamparan
- R. Thomas
- J. Provis
- P. Sarker
- H. Brouwers
Citations in the corpus
- Alkali-activated concrete: Engineering properties and stress–strain behavior (2015, background): “Although the literature is somewhat conflicted with regard to durability, most available studies have shown activated concrete to exhibit increased resistance to chloride penetration [20,26,27], acid attack [28–30], and sulfate attack [31], and reduced potential for deleterious alkali–silica reactio”
- Alkali–aggregate reaction in activated fly ash systems (2007, background): “A “typical” ASR product was detected in the aggregate–matrix interface with a “rod-type” morphology [ 20 ] and Ca/Si and Na/Si ratios of 0.2 and 0.77, respectively, (see Fig. 4(b) and Table 4), point 3.”