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Thermogravimetric investigation of carbonation phenomenon in concrete
Calcium hydroxide content and penetration of calcium carbonate in concrete can be explained with aid of thermogravimetry; in case investigated boundary of carbonated layer is very clearly defined, having penetrated 60 mm in course of 40 yr, and steel bars embedded in concrete at depth of 20-35 mm had begun to corrode; other investigations indicate that rate of carbonation varies greatly with quality of concrete and with external circumstances.
Thermogravimetric investigation of carbonation phenomenon in concrete
Calcium hydroxide content and penetration of calcium carbonate in concrete can be explained with aid of thermogravimetry; in case investigated boundary of carbonated layer is very clearly defined, having penetrated 60 mm in course of 40 yr, and steel bars embedded in concrete at depth of 20-35 mm had begun to corrode; other investigations indicate that rate of carbonation varies greatly with quality of concrete and with external circumstances.
Thermogravimetric investigation of carbonation phenomenon in concrete
Termogravimetrisk undersokning av karbonatiseringsfenomenet i betong
Aschan, N. (author)
Nordisk Betong ; 7
1963
10 pages
Article (Journal)
Swedish
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