Mix design 5
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Transcript of Mix design 5
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FLYASH IN CONCRETE
•C’+ F=1.1 C•= RATIO
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EXAMPLE OF IS CODE METHOD
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DURABLITY REQUIREMENT TABLE
CAN BE FROM EXPERIENCE ALSO
STEP II : w/c*=0.45
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W/C RATIO = 0.45
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IF WE USE A P/SP THEN WATER CAN BE REDUCED TO 75%W= 126 KG AND CEMENT = 126/0.45= 280 KG
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IF WE USE A P/SP THEN WATER CAN BE REDUCED TO 75%W= 126 KG AND CEMENT = 126/0.45= 280 KG FIND OUT Fagg and Cagg
Find out the constituents if we use 25% Fly AshFROM IS CODE
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CORRECTIONS FOR ABSORPTION OF WATER IN THE AGGREGATES
•To be included in the calculations as per IS code. •This is a home work. •Will be discussed in next class by Student Offrs.
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DOE METHOD
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VALID FOR BRITISH CONDITIONS
Cast a trial mix with w/c=0.50 and test it after 28 daysFor selection of curve
After selection of curve locate Tgt Mean Str and find out w/C ratio
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IN CASE CA IS CRUSHED AND FA IS NOT CRUSHED (NATURAL)
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If Our Wet Density is 2450 kg/m3
W= 195 kg/m3
C=440 kg/m3
Aggregate content 2450-635= 1835 kg/m3
FA=540 kg/m3
35% of total aggregate
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k factor : efficiency of pulverised fly ash k=0.30
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Cylinder str=0.8 times cube strengthM25 STR WILL BE M20
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Fc+ 10.9
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DRY-RODDED WEIGHTTHE WEIGHT PER UNIT VOLUME OF AN AGGREGATE WHEN COMPACTED DRY UNDER STANDARDIZED CONDITIONS.
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Not a correct statement
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