The combined effect of chloride and sulphate contamination and temperature on the pore solution chemistry, particularly the OH, Cl and SO42 concentration, in plain and blended cements was evaluated. The cement mortar specimens were contaminated with sodium chloride and sodium chloride plus sodium sulphate and exposed to temperatures in the range 25 to 70°C. Results indicate that the chloride binding capacity of cement is affected by both the temperature and the sulphate contamination. In the chloride contaminated specimens, the chloride binding was influenced by the exposure temperature, while in those contaminated with sodium chloride plus sodium sulphate, it was affected by the presence of sulphate ions. The sulphare concentration in the plain and blended cements was also influenced by the exposure temperature and chloride contamination. The Cl/OH values increased with temperature in both plain and blended cements, indicating the vulnerability to accelerated steel depassivation in concyete exposed to elevated temperature and contaminated with chloride and sulphute ions.
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March 1997
Research Article|
March 01 1997
Temperature effect on the pore solution chemistry in contaminated cements
Rasheeduzzafar
King Fahd University; Aston University
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King Fahd University of Petroleum and Minerals, Dhahran 31261. Saudi Arabia.
†
Aston University, Aston Triangle, Birmingham B4 7ET, UK.
Publisher: Emerald Publishing
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 1997 Thomas Telford Ltd
1997
Magazine of Concrete Research (1997) 49 (178): 5–14.
Citation
Maslehuddin M, Paget CL, Rasheeduzzafar (1997), "Temperature effect on the pore solution chemistry in contaminated cements". Magazine of Concrete Research, Vol. 49 No. 178 pp. 5–14, doi: https://doi.org/10.1680/macr.1997.49.178.5
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