Presented By:Presented By:

Engineer LATIF HYDER WADHOEngineer LATIF HYDER WADHO

Mehran University of Engg: & Technology Khairpur Mehran University of Engg: & Technology Khairpur

Civil Engineering MaterialsCivil Engineering Materials

11stst Term 1 Term 1stst Year B.E.Civil Year B.E.Civil

3

AGGREGATES

4

Aggregates are inert materials which are mixed with binding material such as cement or lime for manufacturing of mortar or concrete. Aggregates are used as filler in mortar and concrete and also to reduce their cost.

CLASSIFICATION OF

AGGREGATES

Depending upon the size of their particles aggregates are classified as:(1) Fine aggregates(2) Coarse aggregates

7

(1) Fine Aggregates:

Aggregates whose particles pass through 4.75 mm IS sieve are termed as fine aggregates. Most commonly used fine aggregates are sand (pit or quarry sand, river sand and sea sand) and crushed stone in powdered form, how ever some times sukhi and ash or cinder are also used.

8

(a) Sand:

It consists of small angular or rounded grains of silica depending upon the source from which it is obtained. It is classified as:

9

It is found as deposited in soil and is to be excavated out. Its grains are generally sharp or angular. It should be free from organic matter and clay. It is usually considered to be the best fine aggregate for use in mortar and concrete.

(i) Pit or quarry sand:

10

(ii) River Sand:It is obtained from the banks and beds of rivers. It may be fine or coarse. Fine sand obtained from beds and banks of rivers is often found mixed with silt and clay so it should be washed before use. But coarse sand is generally clean and excellent for use especially for plastering.

11

(iii) Sea Sand:

It consists of fine rounded grains of brown colour and it is collected from sea shores or sea beaches. Sea sand usually contains salts and while using that in mortar, etc, causes disintegration of the work in which it is used. In R.C.C work these salts will attack reinforcement if salt content is high. These salts may cause efflorescence. It should be used locally after thorough washing.

12

(b) Crushed stone:

It is obtained by crushing the waste stones of quarries to the particular size of sand. Sand obtained from by crushing a good quality stone is excellent fine aggregate.

Mortar made with this sand is usually used in ashlar work (good quality of work).

13

Aggregates whose particles do not pass through 4.75 mm IS are termed as coarse aggregates. Most commonly used coarse aggregates are crushed stone, gravel; broken pieces of burnt bricks,etc.

(2) Coarse Aggregates:

14

It is an excellent coarse aggregate and is obtained by crushing granite, sand stone or grained lime stone and all types of stones. Crushed stones are used for the construction of roads and railway tracks, etc.

(a) Crushed stone:

15

(b) Gravel:

It is an other very good coarse aggregate. It is obtained from river beds, quarries and sea shores. The gravel obtained from sea shores should be well washed with fresh water before use in order to remove the impurities which may be clay, salts ,silt,etc. It is commonly used in the preparation of concrete.

16

(c) Broken pieces of bricks:

It is also a good artificial source of coarse aggregates. It is obtained by breaking well burnt bricks. It is generally used in lime concrete at places where aggregates from natural sources are either not available or are expensive. It can be used at places where low strength is required. It should be watered well before using it in the preparation of concrete. It is commonly used for mass concrete in foundations and under floors.

17

GOOD QUALITYIES OF AN IDEAL AGGREGATE:

An ideal aggregate used for the manufacturing of concrete and mortar, should meet the following requirements.

(1) It should consist of natural stones, gravels and sand or in various combinations of these materials.

(2) It should be hard, strong and durable.

18

(3) It should be dense, clear and free from any coating.

(4) It should be free from injurious vegetable matters.

(5) It should not contain flaky (angular) and elongated pieces.

(6) It should not contain any material liable to attack steel reinforcement in case of reinforced concrete.

19

Important characteristics of aggregates which influence the properties of resulting concrete mix are discussed as under:

CHARACTERISTICS OF AGGREGATES:

20

Aggregate containing the constituents which generally react with alkalies in cement cause excessive expansion, cracking of concrete mix, should never be used. Suitability of aggregates should be judged either by studying its service history or by laboratory tests.

1.Composition:

21

The size and shape of the aggregate particles mainly influence the quantity of cement required in a concrete mix and ultimately economy of the concrete. For the preparation of economical concrete, one should use largest coarse aggregates feasible for the structure.

2. Size and shape:

22

Type of structure Max. size of aggregate

1. Mass concrete work 40 mm

i.e. dams, retaining walls,

piers and abutments, etc.

2. R.C.C work 20 mm

i.e. beams, columns, etc

3. Flooring 10 mm

It may be clearly noted that the size and shape of the aggregate particles influence the properties of freshly mixed concrete more as compared to those of hardened concrete.

23

There are so many tests which are to be performed to check the quality of aggregates but some important tests are discussed below.

QUALITY TESTS OF AGGREGATES:

24

The aggregate crushing value gives a relative measure of resistance of an aggregate to crushing under a gradually applied compressive load. The aggregate crushing strength value is useful factor to know the behaviour of aggregates when subjected to wear.

1. Crushing Test of Aggregate:

25

The aggregate impact value gives a relative measure of the resistance of an aggregate to sudden shock or impact. The impact value is some times used as an alternative to its crushing value.

2. Impact Value Test:

26

The aggregate abrasion value gives a relative measure of resistance of an aggregate to wear when it is rotated in a cylinder along with some abrasive charge.

3. Abrasion Value:

27

In determination of the proportions of the particles with in certain ranges in an aggregate by separation on various sieves of different size openings, may be defined as sieve analysis.

SIEVE ANALYSIS:

28

FINENESS MODULUS (F.M):

The sum of cumulative percentage of residues retained on each of the Indian standard sieves (80mm,40mm,20mm,10mm,4.75mm,2.36mm,1.18mm,600 microns,300microns and 150 microns each succeeding sieve has half the aperture of the previous one), divided by the 100,is known as “Fineness modulus” of the aggregates. The fineness modulus of an aggregate is roughly proportional to the average size of particles of the aggregates.

29

(OR) Index Number expressing the relative

sizes of both coarse and fine aggregates is called “Fineness Modulus”. Sand Fineness ModulusFine 2.2 to 2.6Medium 2.6 to 2.9Coarse 2.9 to 3.2

Note: It is recommended that the fineness modulus of sand should not be less than 2.5 and should not be more than 3.0

Developed by:Nadeem Asghar 30

ThankYou