Aci Concrete Mix Design from civildigital.com - PowerPoint PPT Presentation

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Aci Concrete Mix Design from civildigital.com

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The most common method used in North America is established by American Concrete Institute. – PowerPoint PPT presentation

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Title: Aci Concrete Mix Design from civildigital.com


1
ACI CONCRETE MIX DESIGN
Downloaded from CivilDigital.com
  • Presentation by-
  • Rupesh Gawas.
  • Pankaj Kumar.
  • Narsi Ram Gurjar.
  • Date of presentation- 26/08/2011

2
ACI CONCRETE MIX DESIGN
Downloaded from CivilDigital.com
  • Presentation by-
  • Rupesh Gawas.
  • Pankaj Kumar.
  • Narsi Ram Gurjar.

3
About ACI
Downloaded from CivilDigital.com
  • The most common method used in North America is
    established by American Concrete Institute.

4
Basic Consideration
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  • Economy
  • The material cost are most important in
    determining the relative costs of different
    mixes.
  • Since cement is more expensive than aggregate it
    is clear that cement should be minimized.
  • Workability
  • A good mix design must be capable of being placed
    compacted with minimal bleeding segregation
    be finishable.
  • Strength Durability
  • In general the minimum compressive strength a
    range of W/C ratios are given for given concrete
    mix.
  • Possible requirements for resistance to
    freeze-thaw and chemical attack must be
    considered.

5
Mix Design Input
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  • Required material information --
    Sieve analyses of both fine and coarse
    aggregates, unit weight, specific gravities, and
    absorption capacities of aggregates.
  • Choice of slump -- Generally specified for a
    particular job. However, if not given, an
    appropriate value may be chosen from Table 1. As
    a general rule, the lowest slump that will permit
    adequate placement should be selected.

6
Recommended Slumps for Various Types of
Construction
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7
Estimation of mixing water and air content
8
Approximate mixing water (lb/yd3) and air
content for different slumps and nominal maximum
sizes of aggregates
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9
Water/cement ratio
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  • This component is governed by strength and
    durability requirements

10
Water/cement ratio using Table
11
Calculation of cement content
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  • Once the water content and the w/c ratio is
    determined, the amount of cement per unit volume
    of the concrete is found by dividing the
    estimated water content by the w/c ratio.
  • weight of cement weight of water /(w /c)
  • However, a minimum cement content is required to
    ensure good finishability, workability, and
    strength.

12
Estimation of coarse aggregate content
13
Estimation of fine aggregate content
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  • To establish the fine aggregate content by
    "volume" method.
  • Vfa 1- (Vcement Vwater Vcoarse agg.)
  • Adjustment for moisture in the aggregate.
  • Decrease/Increase the amount of water required by
    surface moisture content of the weight of the
    fine aggregate
  •  Increase/decrease the amount of aggregate by the
    amount equal to the surface moisture

14
Trial batch
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  • The fresh concrete should be tested for slump,
    unit weight, yield, air content, and its
    tendencies to segregate, bleed, and finishing
    characteristics. Also, hardened samples should be
    tested for compressive and flexural strength.

15
The End
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