A reply to P.K. Mehta's and S. Chatterji's discussion on “Contribution to the hydration of expansive cement on the basis of metakaolinite”
✍ Scribed by M. Matousek; Z. Šauman
- Publisher
- Elsevier Science
- Year
- 1974
- Tongue
- English
- Weight
- 76 KB
- Volume
- 4
- Category
- Article
- ISSN
- 0008-8846
No coin nor oath required. For personal study only.
✦ Synopsis
With 23% of metakaolinite the mixture of expansive cement really contained a substantially smaller quantity of gypsum rock than the theoretically possible formation of ettringite should anticipate. The charged proportion of gypsum rock may rather cause the formation of monosulDhate, with some reserve being present. When more gypsum rock and other sulphates are added, there takes place, as it follows from the Fig. 2 of our paper, an uncontrolled expansion which may lead even to a total destruction of samples after a longer period. Evidently the authors had to avoid this phenomenon.
The fact that the superfluous AI203 in the mixture will cause the later transformation of ettringite to monosulphate was also originally expected by the authors. This was also supported by the appearance of cement paste microstructure after a longer period of hydration, when by SEM findings the needle-like crystals of ettringite totally disappeared and the systems resembling monosulphate in their morphology were formed. Following the x-ray analysis no monosulphate was identified and there was no diffraction shift from 9,1 ° to 9,3 ° . The determined diffraction values correspond to the table values of ettringite (i.e. also in the samples of long hydration period).
The calculation of possible link to monosulphate carried out by Mehta is quite correct. Only the x-ray findings speak against its validity in practical samples.
As far as the method applied for the determination of expansion is concerned, Mehta rightly guessed that the free expansion of hardened cement pastes deposited * CCR 4, 113 (1974).
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Dr. Chatterji raises the important question of mechanical breakdown due to freeze-thaw action. My understanding of the phenomenon can be summarized as follows.
The authors are very grateful to Chatterji as his remarks provide a welcome opportunity to clarify some points of our paper. According to Chatterji's, in the C3A-gyps~m-water system, we would have attributed "the first part of the second high activity period to ettringite formation." Moreover, Chat
The present authors regret, that in the literature survey for their paper in Cement and Concrete Research 6, 265 (1976), they missed the references mentioned by Dr. Chatterji. However, since there appears to be agreement between the results obtained by Gupta c.s., Breval (1) and by us, at least with