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FLY ASH CONCRETE MIX DESIGN Presentation Transcript
1.FLY ASH CONCRETE MIX DESIGN
2.Target 28-Day Compressive Strength of Concrete
3.CHARACTERISTICS OF MATERIALS
4.AGGREGATES
5.SUGGESTED STANDARD DEVIATION VALUES
6.WATER CEMENTITIOUS MATERIALS RATIO
7.WORKABILITY OF CONCRETE
8.ESTIMATION OF MIXING WATER AND SAND CONTENT
(For sand grading: Zone II & crushed rock coarse aggregate**)
(For sand grading: Zone II & crushed rock coarse aggregate**)
9.FINE AGGREGATE GRADINGS
10.FLY ASH CONTENT
11.TYPICAL GRADING OF CRUSHED SAND
12.DURABILITY REQUIREMENT
13.COARSE AGGREGATE GRADING (COMBINED)
14.EXAMPLES ON COMBINED GRADING
15.DATA REQUIRED
16.Grade of concrete
Desired workability of concrete (slump, mm)
Durability requirement – exposure condition
Desired workability of concrete (slump, mm)
Durability requirement – exposure condition
28-day compressive strength of cement
Quality of superplasticiser (% water-reduction)
Data on Fly Ash:
Fineness
Lime reactivity
Loss on ignition, %
Gradings of sand, coarse aggregate (different size fractions)
Sp. gr. of sand, coarse aggregate and fly ash
Water absorption (%) of sand and coarse aggregate
Quality of superplasticiser (% water-reduction)
Data on Fly Ash:
Fineness
Lime reactivity
Loss on ignition, %
Gradings of sand, coarse aggregate (different size fractions)
Sp. gr. of sand, coarse aggregate and fly ash
Water absorption (%) of sand and coarse aggregate
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