An experimental study on the properties of resistance to diffusion of chloride ions of fly ash and blast furnace slag concrete
By Faguang Leng, N. Feng, Xinying Lu. 2000
236 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/77df1584affe3a11bbc3f7e887cbf3ca0d6f4758
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In Civil and Structural Engineering
Citations in the corpus
- Influence of service loading and the resulting micro-cracks on chloride resistance of concrete (2016, background): “An understanding of the processes of chloride transport in concrete is very important for engineers attempting to predict the service life of reinforced concrete structures and numerous studies dealing with this topic can be found in the literature [1–9].”
- Chloride transport in fly ash and glass powder modified concretes - Influence of test methods on microstructure (2010, background): “As can be seen from Table 1, fly ash contains a higher proportion of alumina, and a 20% replacement of cement, for example, increases the aluminate phase content in fly ash modified concretes, which can bind the chloride ions to form Friedel’s salt (3CaO Al2O3 CaCl2 10 H2O) [17–19].”
- Influence of fly ash as a cement addition on the hardened properties of recycled aggregate concrete (2008, background): “The formation of more hydration products as fly ash hydrated might block the ingress path of chloride ions, thus enhancing the resistance to penetration [ 18 ].”