Long-term performance of cement paste during combined calcium leaching–sulfate attack: kinetics and size effect

This paper presents experimental results obtained on cement paste samples (water/cement ratio of 0.4) subjected to a low-concentration (15 mmol/l) external sulfate attack during several weeks. Chemical and microstructural analyses include the continuous monitoring of calcium loss and sulfate consump...

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Bibliographic Details
Published in:Cement and concrete research 2006, Vol.36 (1), p.137-143
Main Authors: Planel, D., Sercombe, J., Le Bescop, P., Adenot, F., Torrenti, J.-M.
Format: Article
Language:English
Subjects:
Applied sciences
Buildings. Public works
Cement concrete constituents
Cement paste
Cements
Ettringite
Exact sciences and technology
Long-term performance
Materials
Microcracking
Properties and test methods
Properties of anhydrous and hydrated cement, test methods
Sulfate attack
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Summary:This paper presents experimental results obtained on cement paste samples (water/cement ratio of 0.4) subjected to a low-concentration (15 mmol/l) external sulfate attack during several weeks. Chemical and microstructural analyses include the continuous monitoring of calcium loss and sulfate consumption within the cement paste, periodic layer by layer X-ray diffraction (XRD)/energy-dispersive spectrometer (EDS) analyses of the solid constituents of the cement matrix (ettringite, portlandite, gypsum) within the calcium-depleted part of the samples. Scanning electron microscopy (SEM) and visual observations are used to follow the crack pattern evolution during the external sulfate attack. The relation between the size of the specimen and crack initiation/development is investigated experimentally by performing tests on samples with different thickness/diameter ratios.
ISSN:0008-8846
1873-3948
DOI:10.1016/j.cemconres.2004.07.039