The DOI matches its Crossref record; 37 of the 37 references it cites were found in a registry or an index.
Friedel's salt profiles from thermogravimetric analysis and thermodynamic modelling of Portland cement-based mortars exposed to sodium chloride solution
Open accessAbstract
Abstract Thermogravimetric analysis (TGA), powder X-ray diffraction (XRD) and thermodynamic modelling have been used to obtain Friedel's salt profiles for saturated mortar cylinders exposed to a 2.8 M NaCl solution. Comparison of the measured Friedel's salt profiles with the total chloride profiles indicates that only a minor part of the chloride ions is bound in Friedel's in the studied Portland cement (P) and limestone blended (L) cement. The chloride binding capacity with respect to the formation of Friedel's salt by consumption of monocarbonate is reached for the P and L mortars, where only a fraction of about 20% of the amount of C 3 A is found to contribute to formation of Friedel's salt. Higher amounts of Friedel's salt are formed in the metakaolin containing mortars. However, the limited chloride ingress depths prevent quantification of the potential full chloride binding capacity of Friedel's salt in these mortars. The measured amounts of Friedel's salt by TGA and the portlandite profiles show that the maximum amount of Friedel's salt is found in the region with limited leaching of calcium, which is in good agreement with the predicted Friedel's salt profiles.
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Citations
Cites
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Self-citationKulik, D. A., Wagner, T., Dmytrieva, S. V., Kosakowski, G., Hingerl, F. F., Chudnenko, K. V., & Berner, U. R. (2012) · Computational Geosciences · doi:10.1007/s10596-012-9310-6 · Cited by 936
Chloride binding of cement-based materials subjected to external chloride environment – A review
Yuan, Q., Shi, C., De Schutter, G., Audenaert, K., & Deng, D. (2009) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2008.02.004 · Cited by 803
Chloride binding capacity and binding isotherms of OPC pastes and mortars
Luping, T., & Nilsson, L.-O. (1993) · Cement and Concrete Research · doi:10.1016/0008-8846(93)90089-r · Cited by 781
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Corrosion of Steel in Concrete: Prevention, Diagnosis, Repair
Bertolini, L., Elsener, B., Pedeferri, P., & Polder, R. B. (2004) · Cited by 745
The effect of supplementary cementitious materials on chloride binding in hardened cement paste
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Cited by
Qiu, Q. (2020) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2020.118503 · Cited by 163
Influence of activator composition on the chloride binding capacity of alkali-activated slag
Ye, H., Huang, L., & Chen, Z. (2019) · Cement and Concrete Composites · doi:10.1016/j.cemconcomp.2019.103368 · Cited by 142
Quantification methods for chloride binding in Portland cement and limestone systems
Sui, S., Wilson, W., Georget, F., Maraghechi, H., Kazemi-Kamyab, H., Sun, W., & Scrivener, K. (2019) · Cement and Concrete Research · doi:10.1016/j.cemconres.2019.105864 · Cited by 135
Chloride binding in Portland composite cements containing metakaolin and silica fume
Babaahmadi, A., Machner, A., Kunther, W., Figueira, J., Hemstad, P., & De Weerdt, K. (2022) · Cement and Concrete Research · doi:10.1016/j.cemconres.2022.106924 · Cited by 130
Self-citationDe Weerdt, K. (2021) · Materials and Structures · doi:10.1617/s11527-021-01793-9 · Cited by 57
Metadata
- Authors
- Shi, Z., Geiker, M. R., Lothenbach, B., De Weerdt, K., Garzón, S. F., Enemark-Rasmussen, K., & Skibsted, J.
- Venue
- Cement and Concrete Composites
- Publisher
- Elsevier BV
- Published
- 2017-04
- Volume
- 78
- Pages
- 73-83
- ISSN
- 0958-9465 (ISSN-L)
- OpenAlex
- W2569445018
- Cited by
- 432
- References
- 37
- FWCI
- 25.97
- Type
- journal article
- Language
- en
- Open access
- green
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- Shi, Z., Geiker, M. R., Lothenbach, B., De Weerdt, K., Garzón, S. F., Enemark-Rasmussen, K., & Skibsted, J. (2017). Friedel's salt profiles from thermogravimetric analysis and thermodynamic modelling of Portland cement-based mortars exposed to sodium chloride solution. Cement and Concrete Composites. https://doi.org/10.1016/j.cemconcomp.2017.01.002
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