Cement: Difference between revisions
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** The monosulfate crystals are only stable in a sulfate deficient solution. In the presence of sulfates, the crystals resort back into ettringite, whose crystals are bigger than the monosulfates (two-and-a-half-times). It is this increase in size that causes cracking when cement is subjected to sulfate attack.
* The '''belite''' also hydrates to form '''calcium silicate hydrates''' and heat (▲H = 62 cal/g).
** Like the second reaction, the calcium silicate hydrates contribute to the strength of the cement paste. This reaction generates less heat and proceeds at a slower rate, meaning that the contribution of belite to the strength of the cement paste will be slow initially. This compound is however responsible for the long term
* The '''ferrite''' undergoes two progressive reactions with the '''gypsum'''. In the first of the reactions, the ferrite reacts with the gypsum and water to form '''ettringite''', '''lime''' and '''alumina hydroxides''' (i.e. ferric aluminum hydroxide). The ferrite further reacts with the ettringite formed above to produce '''garnets'''.
** The garnets only take up space and do not in any way contribute to the strength of the cement paste.
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# Calcium hydroxide (lime) : 20 to 25%
# Voids : 5 to 6% (in the form of capillary voids and entrapped and entrained air)
== References ==
# The Pennsylvania State University Department of Civil and Environmental Engineering and Instructional Systems "[https://www.engr.psu.edu/ce/courses/ce584/concrete/ Concrete Clinic] - [https://www.engr.psu.edu/ce/courses/ce584/concrete/library/construction/curing/Hydration.htm Hydration of Portland Cement]"
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