MICROSTRUCTURAL STUDY OF SULFATE ATTACK ON ORDINARY AND LIMESTONE PORTLAND CEMENTS AT AMBIENT TEMPERATURE
By E. Irassar, V. Bonavetti, M. Gonzalez. 2003
223 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/546d06007b5a458193676a694417ae3110a8c7b0
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In Civil and Structural Engineering
- B. Lothenbach
- Karen L. Scrivener
- T. Schmidt
- M. Romer
- P. Bescop
- Benoît Bary
- Nikos Leterrier
- Jürg Neuenschwander
Citations in the corpus
- Sulfate ingress in Portland cement (2010, background): “3 and [1–3,36]).”
- Effect of limestone filler on the deterioration of mortars and pastes exposed to sulfate solutions at ambient temperature (2008, background): “Moreover, as stated earlier, many researchers [1,8,18,20,21] have reported that the sulfate deterioration in cement system incorporating significant levels of limestone filler at ambient temperature as well as low temperature is associated with the formation of thaumasite.”
- Physical and microstructural aspects of sulfate attack on ordinary and limestone blended Portland cements (2009, background): “In thepresenceof high sulfate concentrations, gypsum is often formed besides ettringite, whereas under field conditions gypsum is rarely observed under field conditions where moderate or low sulfate concentrations are present [10,14–16].”
- Durability of concrete exposed to leaching and external sulphate attacks (2009, unknown): “Visual observation can bring useful information on the degree of degradation, in a comparative approach [14].”