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Effects of Ground Granulated Blast Furnace Slag in Portland Cement ...

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Results <strong>of</strong> the SAI tests <strong>in</strong>dicate low variability (Figures 1 to 4). Each monthly sample<br />

deviates little from the 7-day and the 28-day averages for a given cement. GGBFS from this<br />

particular ready-mix company appears to be quite stable when exam<strong>in</strong><strong>in</strong>g the results from<br />

particle distribution, specific surface, chemical composition, and activity tests.<br />

Figure 5 shows the differences <strong>in</strong> SAI among the different cements at 7 and 28 days for the<br />

research GGBFS. Most specimens passed the m<strong>in</strong>imum average SAI set forth by ASTM<br />

C989 for 7 and 28 days. <strong>Cement</strong> A did not meet the m<strong>in</strong>imum 28-day SAI <strong>of</strong> 95. It was near<br />

the m<strong>in</strong>imum with a SAI <strong>of</strong> 92. The 7-day averages were close to each other for all the<br />

cements. Separation by compressive strength <strong>of</strong> the cements occurred at 28 days. <strong>Cement</strong> C<br />

was clearly the strongest followed by B, D, and A. The reference cements met the strength<br />

requirements <strong>of</strong> ASTM C989 as shown <strong>in</strong> Table 8 but only <strong>Cement</strong> C fell <strong>in</strong> the required<br />

alkali range.<br />

120<br />

100<br />

Activity Index<br />

80<br />

60<br />

40<br />

7 day<br />

28 day<br />

7 day average<br />

28 day average<br />

20<br />

0<br />

Research<br />

Aug-02<br />

Sep-02<br />

Oct-02<br />

Nov-02<br />

Dec-02<br />

Month<br />

Jan-03<br />

Apr-03<br />

May-03<br />

Jun-03<br />

Jul-03<br />

Figure 1. Monthly Sample <strong>Slag</strong> Activity Index for <strong>Cement</strong> A<br />

11

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