PRINCIPLE OF CONCRETE
MIX DESIGN
Cement concrete mix design
Cement concrete mix design means, determination
of the proportion of the concrete ingredients
i.e. cement , water, fine aggregate, coarse
aggregate which would produce concrete
possessing specified properties such as
workability, strength and durability with
maximum overall economy.
Basic considerations
Design involves determination of the proportions
of the given constituents namely cement, water,
coarse and fine aggregates and admixtures
 This would produce concrete possessing specified
properties both in the fresh and hardened states
with the maximum overall economy.
 Workability is specified as the important property
of concrete in the fresh state

 For

hardened state compressive strength and
durability are important.

Proportioning of the ingredients of concrete is an
important phase as it ensures the quality.
 Design of plastic concrete of medium strength can
be based on following assumptions:
1) Compressive strength is governed by W/C ratio.
2) Workability of concrete is governed by water
content.

Factors influencing the choice
of mix design
Grade designation
 Type and grade of cement
 Maximum nominal size of coarse aggregates
 Grading of combined aggregates
 Water-cement ratio
 Workability
 Durability
 Quality control

Grade designation



It gives characteristic compressive strength
requirements of the concrete.
It’s the major factor influencing mix design.
Type and grade of cement
Choice of type of cement depends upon the
requirements at hand.
 For very high compressive strength portland
cement of grades 43 and 53 used.
 Where early strength is required, rapid
hardening portland cement is used.

For mass construction low heat portland
cement is used.
 Cement content in concrete varies inversely
with the strength of cement used in
preparation of concrete, i.e. higher the
strength lesser will be the cement content.
 Fineness of cement increases workability by
reducing friction between aggregates.

Max nominal size of coarse aggregate
Its determined by sieve analysis.
 Max nominal size of aggregate used is
governed by size of the section and the
spacing of the reinforcement.
 For the concrete with higher W/C ratio, the
larger max size of aggregate is used
 For high strength concrete, 10-20mm size.

Grading of combined aggregate
Grading is one of the important factor
affecting strength of concrete.
 The aggregates can be combined by:


1.
2.

Analytical method
Graphical method
Water-to-Cement Ratio


The ratio of water-to-cement, or w/c, is the single
most important parameter with regards to concrete
quality



Theoretically, about 0.22 to 0.25 is required for
complete hydration
 Practically, the useful limit is around 0.33



Reducing the water for a given amount of cement
will move the cement particles closer together,
which in turn densifies the hydrated cement paste.
 This increases strength and reduces permeability


It also makes the concrete more difficult to work



In combination, the w/c and degree of hydration
control many of the properties of the hardened
concrete



Steps to be followed in selecting the water cement
ratio:

i.

The strength of cement to be used is determined.

ii.

When cement strength data are available,
corresponding curve is chosen for the
determination of W/C.
Workability


The workability of concrete for satisfactory
placing and compaction is controlled by:

i.

Size and shape of section to be concreted
Quantity and spacing of reinforcement
Methods employed for transportation,
placing and compaction of concrete.

ii.
iii.
Durability
Durability of concrete is the resistance to
deteriorating influences which may reside inside
the concrete itself, or to the aggressive
environments.
 Durability are achieved by restricting the minimum
water cement content and the maximum water
cement ratio and the type of cement.

PRINCIPLE OF CONCRETE MIX DESIGN

PRINCIPLE OF CONCRETE MIX DESIGN

  • 1.
  • 2.
    Cement concrete mixdesign Cement concrete mix design means, determination of the proportion of the concrete ingredients i.e. cement , water, fine aggregate, coarse aggregate which would produce concrete possessing specified properties such as workability, strength and durability with maximum overall economy.
  • 3.
    Basic considerations Design involvesdetermination of the proportions of the given constituents namely cement, water, coarse and fine aggregates and admixtures  This would produce concrete possessing specified properties both in the fresh and hardened states with the maximum overall economy.  Workability is specified as the important property of concrete in the fresh state 
  • 4.
     For hardened statecompressive strength and durability are important. Proportioning of the ingredients of concrete is an important phase as it ensures the quality.  Design of plastic concrete of medium strength can be based on following assumptions: 1) Compressive strength is governed by W/C ratio. 2) Workability of concrete is governed by water content. 
  • 5.
    Factors influencing thechoice of mix design Grade designation  Type and grade of cement  Maximum nominal size of coarse aggregates  Grading of combined aggregates  Water-cement ratio  Workability  Durability  Quality control 
  • 6.
    Grade designation   It givescharacteristic compressive strength requirements of the concrete. It’s the major factor influencing mix design.
  • 7.
    Type and gradeof cement Choice of type of cement depends upon the requirements at hand.  For very high compressive strength portland cement of grades 43 and 53 used.  Where early strength is required, rapid hardening portland cement is used. 
  • 8.
    For mass constructionlow heat portland cement is used.  Cement content in concrete varies inversely with the strength of cement used in preparation of concrete, i.e. higher the strength lesser will be the cement content.  Fineness of cement increases workability by reducing friction between aggregates. 
  • 9.
    Max nominal sizeof coarse aggregate Its determined by sieve analysis.  Max nominal size of aggregate used is governed by size of the section and the spacing of the reinforcement.  For the concrete with higher W/C ratio, the larger max size of aggregate is used  For high strength concrete, 10-20mm size. 
  • 10.
    Grading of combinedaggregate Grading is one of the important factor affecting strength of concrete.  The aggregates can be combined by:  1. 2. Analytical method Graphical method
  • 11.
    Water-to-Cement Ratio  The ratioof water-to-cement, or w/c, is the single most important parameter with regards to concrete quality  Theoretically, about 0.22 to 0.25 is required for complete hydration  Practically, the useful limit is around 0.33  Reducing the water for a given amount of cement will move the cement particles closer together, which in turn densifies the hydrated cement paste.  This increases strength and reduces permeability
  • 12.
     It also makesthe concrete more difficult to work  In combination, the w/c and degree of hydration control many of the properties of the hardened concrete  Steps to be followed in selecting the water cement ratio: i. The strength of cement to be used is determined. ii. When cement strength data are available, corresponding curve is chosen for the determination of W/C.
  • 13.
    Workability  The workability ofconcrete for satisfactory placing and compaction is controlled by: i. Size and shape of section to be concreted Quantity and spacing of reinforcement Methods employed for transportation, placing and compaction of concrete. ii. iii.
  • 14.
    Durability Durability of concreteis the resistance to deteriorating influences which may reside inside the concrete itself, or to the aggressive environments.  Durability are achieved by restricting the minimum water cement content and the maximum water cement ratio and the type of cement. 