Soil-Structure Interaction Seminar - Foundation Performance ...
Soil-Structure Interaction Seminar - Foundation Performance ...
Soil-Structure Interaction Seminar - Foundation Performance ...
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Concrete<br />
Comprised of: Fine & Coarse Aggregate, Cement and Water<br />
Cements - "Portland Cement" - a hydraulic cement consisting essentially of<br />
hydraulic calcium silicates usually containing one or more forms of calcium sulfate .<br />
.<br />
Type I - Most common everyday use<br />
Type II - Used for moderate sulfate resistance or moderate heat of hydration applications<br />
Type ill - High early strength requirements<br />
Type IV - Low heat of hydration applications<br />
Type V - High 'sulfate resistance applications<br />
Type K - Shrinkage compensation cement (Expands frrst & then shrinks)<br />
Add the letter "A" to type to specify air entrainment. (Always Use)<br />
The "Air" consists of large number of minute air bubbles in the cement paste and have<br />
spacings of less than 0. 008 inches.<br />
Admixtures:<br />
Fly Ash:<br />
Accelerators - avoid use of calcium chloride<br />
Water reducing and set controlling - 4 classes<br />
Class 1 & 3 are water reducing and set retarding<br />
Class 2 & 4 are water reducing but usually do not change set time.<br />
Three (3) types or class-obtained from burning ground or powdered coal (Class "F" &<br />
"C") Class "N" - natural<br />
Class "N" -Calcined natural pozzolans (not usually considered)<br />
Class "F" -Burning anthracite or bituminous coal- contains some pozzolans<br />
Class "C" - Burning lignite or subbituminous coal - contains pozzolans and has<br />
cementitious property<br />
Note: Only Class "C" can replace cement in concrete BUT NEVER MORE THAN 20%