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There are few experimental data sets in the literature to which
the results of the current computer simulation study can be compared. Luping
and Nilsson [28] do provide a set of measured chloride diffusion
coefficients for concretes produced with w/c ratios of 0.32 and 0.7 at
several different ages. The mixture proportions are also given so that the
volume fraction of aggregates can be computed. While the age of the specimens
at the times of test are given, no information is provided concerning the
accompanying degrees of hydration. Thus, Eqn. 4 was used to
determine the degrees of hydration that best fit the experimental diffusivity
data. The results are summarized in Table 3. The
estimated degrees of
hydration for the two different w/c ratios are certainly plausible. Recent
measurements on two cements mixed at a w/c ratio of 0.3 resulted in measured
degrees of hydration of about 0.37, 0.53, 0.60, and 0.66 at 1, 3, 7, and 28
days, respectively [29]. While the 1-day
value is in good agreement
with that predicted by the Eqn. 4, the
predicted hydration at the
intermediate ages is somewhat less than these measured values. Of course,
some variation will be observed due to the different particle size
distributions and phase distributions of the cements [29].
Regarding the long term hydration values, Waller et al. [30] have
recently proposed an equation for the long-term degree of hydration,
c
as a function of w/c ratio of the form:

This equation predicts long-term degrees of hydration of 0.635 and 0.89 for w/c ratios of 0.32 and 0.7, respectively, once again in reasonable agreement with the values estimated for the greatest ages in Table 3, based on fitting Eqn. 4 to the measured diffusion data. Because w/c ratio is the only variable in Eqn. 5, it can be directly applied to estimating diffusivities for the two concretes. Thus, a diffusivity of 2.3 x 10-10 m2/s is predicted for a w/c ratio of 0.7, approximately one order of magnitude higher than the experimentally observed 7-90 day values. The value predicted by Eqn. 5 for a w/c ratio of 0.32, 1.2 x 10-12 m2/s is in reasonable agreement with the measured long-term values in Table 3.
| w/c | Vagg | D (10-12 m2/s) | Curing Age (days) | Computed deg. hyd. |
| 0.32 | 0.66 | 7.39 | 1 | 0.38 |
| 0.32 | 0.66 | 6.22 | 3 | 0.41 |
| 0.32 | 0.66 | 4.93 | 7 | 0.44 |
| 0.32 | 0.66 | 3.22 | 28 | 0.5 |
| 0.32 | 0.66 | 1.79 | 90 | 0.58 |
| 0.32 | 0.66 | 1.74 | 180 | 0.58 |
| 0.7 | 0.725 | 45.6 | 1 | 0.62 |
| 0.7 | 0.725 | 27.0 | 3 | 0.77 |
| 0.7 | 0.725 | 21.1 | 7 | 0.83 |
| 0.7 | 0.725 | 14.5 | 28 | 0.92 |
| 0.7 | 0.725 | 15.3 | 90 | 0.91 |
| Table 3: Comparison of Experimental [31] and Model Data | ||||