MUBARAK ALI
L-18CE-11
1
RATIO OF CEMENT AND
AGGREGATE
SHAPE, SIZE, TEXTURE OF THE
AGGREGATE
MODE OF COMPACTION
CURING
CONCRETE MIX
WATER-CEMENT RATIO
2
Aggregates Are The Key
Factors That Will Affect
The Impact Strength Of
Concrete
3
SHAPE, SIZE, TEXTURE OF
THE AGGREGATE
The most common size of
aggregate used in concrete is
20mm
 coarse aggregate larger than
4.75 mm
 fine aggregates below 4.75
mm.
4
MODE OF COMPACTION
Compaction is a process that
brings about an increase in soil
density or unit weight,
accompanied by a decrease in air
volume
Compaction leading to air void
content of 5% and 10 % results in
loss of strength of 30% to 55%
respectively. 5
CURING
Curing of concrete is
defined as providing
adequate moisture,
temperature, and time to
allow the concrete to
achieve the desired
properties for its intended
use.
Curing must be done 7 to
14 days
6
7
• The main object of
mixing concrete is to
obtain a uniform and
easily workable
concrete paste
• Concrete mix ratio
1:2 :4
WATER-CEMENT RATIO
The water-cement ratio
is ratio of volume of
water in concrete to the
volume of the cement
Water–cement ratio
is 0.45 to 0.60
8
9

Factors affecting the strenght of concrete

  • 1.
  • 2.
    RATIO OF CEMENTAND AGGREGATE SHAPE, SIZE, TEXTURE OF THE AGGREGATE MODE OF COMPACTION CURING CONCRETE MIX WATER-CEMENT RATIO 2
  • 3.
    Aggregates Are TheKey Factors That Will Affect The Impact Strength Of Concrete 3
  • 4.
    SHAPE, SIZE, TEXTUREOF THE AGGREGATE The most common size of aggregate used in concrete is 20mm  coarse aggregate larger than 4.75 mm  fine aggregates below 4.75 mm. 4
  • 5.
    MODE OF COMPACTION Compactionis a process that brings about an increase in soil density or unit weight, accompanied by a decrease in air volume Compaction leading to air void content of 5% and 10 % results in loss of strength of 30% to 55% respectively. 5
  • 6.
    CURING Curing of concreteis defined as providing adequate moisture, temperature, and time to allow the concrete to achieve the desired properties for its intended use. Curing must be done 7 to 14 days 6
  • 7.
    7 • The mainobject of mixing concrete is to obtain a uniform and easily workable concrete paste • Concrete mix ratio 1:2 :4
  • 8.
    WATER-CEMENT RATIO The water-cementratio is ratio of volume of water in concrete to the volume of the cement Water–cement ratio is 0.45 to 0.60 8
  • 9.