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Presentation
The Simple Aggregate
SUBMITTED BY : -
SHIVA VERMA
BBA/1ST B
SUBMITTED TO :-
PINKI MAM
Introduction
 Aggregate are generally cheaper than cement and impact greater volume
stability and durability to concrete. The aggregate is used primarily for the
purpose of providing bulk to the concrete. To increase the density of the
resulting mix, the aggregate is frequently used in two or more sizes. The
most important function of the fine aggregate is to assist in producing
the workability and uniformity in mixture.
 The materials used for manufacture of mortar and concrete such as sand,
gravel etc. are called as aggregate.
REQUIREMENT OF GOOD AGGREGATE
 It must be clean i.e. it should be free from lumps, organic materials etc.
 It should be strong.
 It should be durable.
 It should not react with cement after mixing.
 It should have rough surface.
 It should not absorb water more than 5%.
 It should not be soft and porous.
 It should be chemically inert.
 It should be of limiting porosity.
 It should preferably be cubical or spherical in shape.
CLASSIFICATION OF AGGREGATE
According to geological origin :
 Natural Aggregate: These aggregates are generally obtained from natural deposits of
sand and gravels, or from quarries by cutting rocks. The cheapest among them are
the natural sand and gravel. Which have been reduced to their present size by natural
agents, such as water, wind and snow, etc. The river deposits are the most common
and are good quality.
 Artificial Aggregate: The most widely used artificial aggregate are clean broken bricks
and air cooled fresh blast- furnace- slag. The broken bricks of good quality provide a
satisfactory aggregate for the mass concrete and are not suitable for reinforced
concrete work if the crushing strength of brick is less than 30 to 35 Map. The bricks
should be free from lime mortar and lime sulfate plaster. The bricks aggregate is not
suitable for waterproof construction. It has poor resistance to wear and hence is not
used in concrete for the road work.
Classification according to size:
 1. Fine aggregate: The aggregate which passes through
4.75 mm sieve and retained on 75 micron sieve are
known as fine aggregate.
 2. Coarse Aggregate: The aggregate retained on 4.75
mm IS sieve are Known as coarse aggregate.
 All-in-aggregate: It is the combination of both coarse
and fine aggregate.
PROPERTIES OF FINE AGGREGATE
 1. Size: The largest size which may under the range of fine aggregate is
4.75mm. Using the largest size will give a more dense concrete, but a
mixture of all sizes is more desirable and more economical.
 2. Shape: Shape of aggregate plays an important role in coarse
aggregate rather than fine aggregate.
 3. Strength: The strength of aggregate alone cannot ensure strength of
concrete. Strength of coarse aggregate is more important.
 4. surface Texture: Generally rough surfaced aggregate is preferable to
smooth aggregates. This property is also related with coarse aggregate.
 5. Specific Gravity: Specific gravity of aggregate is the ratio of its density
to the density of water.
 6. Bulk Density: This refers to the density of aggregate considered along
with volume of voids or empty spaces between the particles. The density
of sand falls between 17 to 25 KN/m3.
 7. Water Absorption: Generally, for sand, water absorption is negligible,
It is desirable that water absorption should be kept minimum.
 8. Soundness: This refers to expansion and contraction of the aggregate
when subjected to temperature variation.
PROPERTIES OF COARSE AGGREGATE
 1. Size: The size of coarse aggregate depends on the used to which the
concrete is to be put. For mass concreting works without complicated
reinforcement, larger aggregates of 80 mm, 40mm, 20mm sizes are
used.
 2. Shape: The shape of aggregate is an important characteristic as it
affects the workability of concrete. It also affects the strength.
 3. Surface Texture: It is the property of coarse aggregate deals with
roughness and smoothness of aggregate. Rounded aggregate with
smooth surface will require less cement paste and hence increase the
yield per bag.
 4. Water Absorption: Some of the aggregate water absorb and porous.
Hence, it affect the water cement ratio and the workability of concrete.
The porosity of aggregate also the affect if durability of concrete.
 5. Soundness: soundness refer to expansion and contraction of the
aggregate. When subjected to temperature various. A good aggregate
that which shows minimum expansion and contraction.
 6. Specific Gravity: It is the ratio of dry weight of aggregate to the weight
of equal volume of water.
 7. Bulk Density: The ratio of net weight of aggregate to the volume of
aggregate gives bulk density.
GRADING OF AGGREGATE
 The particle size distribution of an aggregate as determined by sieve analysis is
termed grading of the aggregate.
 The well graded aggregate containing minimum voids hence it required
minimum paste to fill the gap/ voids in the aggregate result in increase
economic, higher strength and greater durability.
 The sieve analysis conducted for determine the particle size distribution in a
sample of aggregate is called gradation.
 The aggregate used for making the concrete 80mm, 40mm, 20mm, 10mm,
4.75mm, 2.36mm, 600micron, 300micron and 150micron.
 The aggregate from 80mm to 4.75 mm are coarse aggregate and from 4.75mm
to 150 micron are fine aggregate.
CLASSIFICATION ACCORDING TO SHAPE
 Rounded Shape: The aggregate with rounded particles ( river or seashore gravel) has
minimum voids ranging 32 to33 %. The only disadvantage is that interlocking
between its particles is less and hence the development of bond is poor, making it
unsuitable for high strength concrete and pavement.
 Irregular Aggregate:The aggregate having partly rounded particles (pit sand and
gravel) has higher of voids ranging from 35 to 38% . It required more cement paste
for a given workability.
 Angular Aggregate: The aggregate with sharp, angular and rough particles (crushed
rocks) has a maximum of voids ranging from 38 to 40%.The interlocking between the
particles is good.
 Flaky Aggregate: An aggregate is termed flaky when its least dimension (thickness) is
less than three-fifth of its mean dimension. The presence of these particles should be
restricted to 10 to 15%.
CLASSIFICATION BASED ON UNIT WEIGHT
 1. Normal Weight Aggregate: The commonly used aggregate, i. e, sands and gravels;
crushed rocks such as granite, basalt quartz, sandstone and limestone; and brick
ballast, etc., which have specific gravities between 2.5 and 2.7 produce concrete with
unit weight ranging 23 to 26 KN/m3 and crushing strength at 28 days between 15 to
40 Map are termed normal- weight concrete.
 2. Heavyweight Or High-Density Aggregate: concrete having unit weight of about 30,
31, 35, 38, 40, 47 and 57KN/m3 can be produced by using typical goethite, limonite,
baryte, magnetite, hematite, ferrophosphorus and scrap iron, respectively.
 3. Light Weight Aggregate: The light weight aggregate having unit weight up
to12KN/m3 are used to manufacture the structural concrete masonry blocks for
reduction of the self weight of the structure.
The simple aggregate

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The simple aggregate

  • 1. Siilas campus Presentation The Simple Aggregate SUBMITTED BY : - SHIVA VERMA BBA/1ST B SUBMITTED TO :- PINKI MAM
  • 2. Introduction  Aggregate are generally cheaper than cement and impact greater volume stability and durability to concrete. The aggregate is used primarily for the purpose of providing bulk to the concrete. To increase the density of the resulting mix, the aggregate is frequently used in two or more sizes. The most important function of the fine aggregate is to assist in producing the workability and uniformity in mixture.  The materials used for manufacture of mortar and concrete such as sand, gravel etc. are called as aggregate.
  • 3. REQUIREMENT OF GOOD AGGREGATE  It must be clean i.e. it should be free from lumps, organic materials etc.  It should be strong.  It should be durable.  It should not react with cement after mixing.  It should have rough surface.  It should not absorb water more than 5%.  It should not be soft and porous.  It should be chemically inert.  It should be of limiting porosity.  It should preferably be cubical or spherical in shape.
  • 4. CLASSIFICATION OF AGGREGATE According to geological origin :  Natural Aggregate: These aggregates are generally obtained from natural deposits of sand and gravels, or from quarries by cutting rocks. The cheapest among them are the natural sand and gravel. Which have been reduced to their present size by natural agents, such as water, wind and snow, etc. The river deposits are the most common and are good quality.  Artificial Aggregate: The most widely used artificial aggregate are clean broken bricks and air cooled fresh blast- furnace- slag. The broken bricks of good quality provide a satisfactory aggregate for the mass concrete and are not suitable for reinforced concrete work if the crushing strength of brick is less than 30 to 35 Map. The bricks should be free from lime mortar and lime sulfate plaster. The bricks aggregate is not suitable for waterproof construction. It has poor resistance to wear and hence is not used in concrete for the road work.
  • 5. Classification according to size:  1. Fine aggregate: The aggregate which passes through 4.75 mm sieve and retained on 75 micron sieve are known as fine aggregate.  2. Coarse Aggregate: The aggregate retained on 4.75 mm IS sieve are Known as coarse aggregate.  All-in-aggregate: It is the combination of both coarse and fine aggregate.
  • 6. PROPERTIES OF FINE AGGREGATE  1. Size: The largest size which may under the range of fine aggregate is 4.75mm. Using the largest size will give a more dense concrete, but a mixture of all sizes is more desirable and more economical.  2. Shape: Shape of aggregate plays an important role in coarse aggregate rather than fine aggregate.  3. Strength: The strength of aggregate alone cannot ensure strength of concrete. Strength of coarse aggregate is more important.  4. surface Texture: Generally rough surfaced aggregate is preferable to smooth aggregates. This property is also related with coarse aggregate.
  • 7.  5. Specific Gravity: Specific gravity of aggregate is the ratio of its density to the density of water.  6. Bulk Density: This refers to the density of aggregate considered along with volume of voids or empty spaces between the particles. The density of sand falls between 17 to 25 KN/m3.  7. Water Absorption: Generally, for sand, water absorption is negligible, It is desirable that water absorption should be kept minimum.  8. Soundness: This refers to expansion and contraction of the aggregate when subjected to temperature variation.
  • 8. PROPERTIES OF COARSE AGGREGATE  1. Size: The size of coarse aggregate depends on the used to which the concrete is to be put. For mass concreting works without complicated reinforcement, larger aggregates of 80 mm, 40mm, 20mm sizes are used.  2. Shape: The shape of aggregate is an important characteristic as it affects the workability of concrete. It also affects the strength.  3. Surface Texture: It is the property of coarse aggregate deals with roughness and smoothness of aggregate. Rounded aggregate with smooth surface will require less cement paste and hence increase the yield per bag.
  • 9.  4. Water Absorption: Some of the aggregate water absorb and porous. Hence, it affect the water cement ratio and the workability of concrete. The porosity of aggregate also the affect if durability of concrete.  5. Soundness: soundness refer to expansion and contraction of the aggregate. When subjected to temperature various. A good aggregate that which shows minimum expansion and contraction.  6. Specific Gravity: It is the ratio of dry weight of aggregate to the weight of equal volume of water.  7. Bulk Density: The ratio of net weight of aggregate to the volume of aggregate gives bulk density.
  • 10. GRADING OF AGGREGATE  The particle size distribution of an aggregate as determined by sieve analysis is termed grading of the aggregate.  The well graded aggregate containing minimum voids hence it required minimum paste to fill the gap/ voids in the aggregate result in increase economic, higher strength and greater durability.  The sieve analysis conducted for determine the particle size distribution in a sample of aggregate is called gradation.  The aggregate used for making the concrete 80mm, 40mm, 20mm, 10mm, 4.75mm, 2.36mm, 600micron, 300micron and 150micron.  The aggregate from 80mm to 4.75 mm are coarse aggregate and from 4.75mm to 150 micron are fine aggregate.
  • 11. CLASSIFICATION ACCORDING TO SHAPE  Rounded Shape: The aggregate with rounded particles ( river or seashore gravel) has minimum voids ranging 32 to33 %. The only disadvantage is that interlocking between its particles is less and hence the development of bond is poor, making it unsuitable for high strength concrete and pavement.  Irregular Aggregate:The aggregate having partly rounded particles (pit sand and gravel) has higher of voids ranging from 35 to 38% . It required more cement paste for a given workability.  Angular Aggregate: The aggregate with sharp, angular and rough particles (crushed rocks) has a maximum of voids ranging from 38 to 40%.The interlocking between the particles is good.  Flaky Aggregate: An aggregate is termed flaky when its least dimension (thickness) is less than three-fifth of its mean dimension. The presence of these particles should be restricted to 10 to 15%.
  • 12. CLASSIFICATION BASED ON UNIT WEIGHT  1. Normal Weight Aggregate: The commonly used aggregate, i. e, sands and gravels; crushed rocks such as granite, basalt quartz, sandstone and limestone; and brick ballast, etc., which have specific gravities between 2.5 and 2.7 produce concrete with unit weight ranging 23 to 26 KN/m3 and crushing strength at 28 days between 15 to 40 Map are termed normal- weight concrete.  2. Heavyweight Or High-Density Aggregate: concrete having unit weight of about 30, 31, 35, 38, 40, 47 and 57KN/m3 can be produced by using typical goethite, limonite, baryte, magnetite, hematite, ferrophosphorus and scrap iron, respectively.  3. Light Weight Aggregate: The light weight aggregate having unit weight up to12KN/m3 are used to manufacture the structural concrete masonry blocks for reduction of the self weight of the structure.
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