Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, Volume 1American Concrete Institute, 1989 - Concrete |
Contents
POZZOLANIC AND CEMENTITIOUS BYPRODUCTS IN CONCRETE | 1 |
PROPERTIES OF CONCRETE INCORPORATING LOW QUANTITY | 45 |
CHEMICAL MODELLING IN BLENDED CEMENT SYSTEMS | 73 |
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28 days according activity addition admixtures aggregate alkali alkali content amount ASTM bars blast furnace slag blended Building calcium carbonation cement paste cementitious characteristics chemical Class coefficient compared composition compressive strength concrete containing concrete mixture condensed silica fume containing corrosion creep curing decrease depth determined drying durability effect Engineering expansion Figure fly ash concrete fraction given glass heat higher hydration incorporating increase indicated influence initial kg/m³ less loss lower materials measured method mineral mixes mixtures mortar obtained particles percent performance period permeability phase pore porosity portland cement pozzolanic presented properties proportions ratio reaction reactive reduced reference relative replacement reported Research resistance respectively samples setting showed shown shrinkage silica fume similar slag specific specimens standard strength development structures surface Table temperature values volume weight