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Strength development is coupled with temperature and degree of hydration.
Figure 5 shows the degree of hydration development for both mixes.
Open image in new window Fig. 5 Degree of hydration development for mixes F0 and F100.
For high strength concrete, degree of hydration is reduced due to the withdrawal of capillary water.
Open image in new window Fig. 3 Rate of heat liberation and degree of hydration.
Correspondingly, the resulting degree of hydration of the CPB samples with different initial temperatures differs.
The cement-slag-limestone ternary paste has the highest degree of hydration.
The proppant particles formed are stable with a high degree of hydration and reduced apparent density.
The effects of binder content and degree of hydration are more obvious at low suction ranges.
Non-evaporable water content was employed to assess the degree of hydration of the cement paste.
The mechanical response is highly dependent on the degree of hydration, a characteristic of keratins.
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