Mechanical Strength of Trass as Supplementary Cementing ... - USM
Mechanical Strength of Trass as Supplementary Cementing ... - USM
Mechanical Strength of Trass as Supplementary Cementing ... - USM
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Percentage (%)<br />
Compressive strength (kg cm –2 )<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
0-5 5-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50<br />
Figure 1: Particle size distribution pulverized tr<strong>as</strong>s from Blaine 2462 to 9354 cm 2 g –1 .<br />
120<br />
110<br />
100<br />
90<br />
\<br />
80<br />
70<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
9190 cm 2 g –1<br />
2462 cm 2 g –1<br />
Particle Size (micron)<br />
2 3 7 14 28<br />
Curing time (days)<br />
2452<br />
4083<br />
5344<br />
6746<br />
8218<br />
9354<br />
Figure 2: Compressive strength <strong>of</strong> tr<strong>as</strong>s–lime system <strong>as</strong> function <strong>of</strong> tr<strong>as</strong>s finenesses.