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To model the hydration behavior of a specific cement, a calibration
is required to determine the input parameter
governing the relationship between time and cycles, as described above. For
cement 133, this calibration was performed by conducting studies of the degree
of hydration vs. time achieved for two different w/c ratios (0.3 and 0.45)
and two different curing conditions (saturated [28] and sealed). The degree of hydration was
assessed experimentally based on the loss on
ignition (non-evaporable water content) [1,2] of samples
hydrated for various ages (typically 8 h and (1, 3, 7, 14, 28, and 90) days).
A value of 0.225 g H2O/g cement was used to represent
the non-evaporable water content at complete hydration, to convert from loss on ignition
measurements to degrees of hydration. Based on these results and execution of
the hydration model, it was determined
that the most appropriate value for
in the equation:
time =
x
cycles2
is 0.0003. This can be compared with previously
determined values of 0.0011 [1,2], 0.0017 [24], and
0.001 [10]. The new value is lower than the
previous values due to the incorporation of the induction period directly into
the model, which required that the dissolution rates be slowed down (parameter
DISBIAS was increased from 20.0 to 30.0 in disrealnew.c) to
improve the early age hydration predictions. This means that each cycle of
the hydration will represent a smaller value of real time, hence the reduction
in
from about 0.001 to
about 0.0003. As shown in Fig. 15
and Fig. 16, using this value for
results in very good
fits to the experimental data for degree of hydration under both saturated and
sealed conditions and the heat release under sealed conditions.
Experimentally, the heat release was measured using isothermal calorimetry
for small sealed samples (typically containing about 125 mg of cement paste).
For heat release, the model predictions are excellent between 6 h and 30 h,
but do overestimate the very early age (< 6 h) heat release.
The model appears to slightly underpredict the longterm hydration
occuring under saturated conditions for the w/c=0.45 specimens, while
providing an excellent prediction for the sealed specimens. However,
results in section 6.2 will show that the model does an excellent job of
predicting the strength development of mortar cubes prepared with
w/c=0.485 and hydrated under saturated conditions.
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