A study on carbonation depth prediction for fly ash concrete
By Jittbodee Khunthongkeaw, S. Tangtermsirikul, T. Leelawat. 2006
381 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/46ce88c18d57aa579c9a4e890dbf46deb9a218a4
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In Civil and Structural Engineering
Citations in the corpus
- Field assessment of the relationship between natural and accelerated concrete carbonation resistance (2013, background): “[59] exposed concrete and mortar specimens to an accelerated (CO2 concentration of 4%) and a natural tropical climate, XC3 and XC4 conditions, and obtained acceleration factors around 9 and 10 for XC3 and XC4, respectively.”
- Impact of accelerated carbonation on OPC cement paste blended with fly ash (2015, background): “Many studies have been carried out on OPC systems blended with fly ash [5, 6, 7, 8, 9, 10, 11]; however it is still uncertain how carbonation influences the pore size distribution (rearrangement of the microstructure) in the case of fly ash-blended cements.”
- A review on effects of curing, sheltering, and CO2 concentration upon natural carbonation of concrete (2016, background): “These include 1% CO2 [74], 4% CO2 170 [19,74-77], 5% CO2 [78-80].”