| Compressive strengths of the lime-slag cements prepared from slags of
composition in the system Ca0-Al20 3-Si02 reported in Part I of the paper
have been correlated statistically with reh:vant factors, such as degree of hydralion
of slags, amount of slag per briquette and fractional volume of the test
briquettes occupied by lime, slag and sand. Degree of hydration and amount
of slag per briquette were combined into one by multiplying them, the product
heina. a measure of the amount of hydrated material present in a test piece.
The final relation was found as |
