lab experiments for civil engineers

hi guys,
well here are some lab experiments foe civil students... well it might help u ...

TESTS ON CEMENT
FINENESS

AIM

To determine the fineness of cement by dry sieving as per

IS: 4031 (Part 1) - 1996.

PRINCIPLE

The fineness of cement is measured by sieving it through a

standard sieve. The proportion of cement, the grain sizes of

which, is larger than the specified mesh size is thus determined.

APPARATUS

i) 90μm IS Sieve

ii) Balance capable of weighing 10g to the nearest 10mg

iii) A nylon or pure bristle brush, preferably with 25 to 40mm

bristle, for cleaning the sieve

PROCEDURE

i) Weigh approximately 10g of cement to the nearest 0.01g and

place it on the sieve.

ii) Agitate the sieve by swirling, planetary and linear

movements, until no more fine material passes through it.

iii) Weigh the residue and express its mass as a percentage R1,

of the quantity first placed on the sieve to the nearest 0.1

percent.

iv) Gently brush all the fine material off the base of the sieve.

v) Repeat the whole procedure using a fresh 10g sample to

obtain R2. Then calculate R as the mean of R1 and R2 as a

percentage, expressed to the nearest 0.1 percent. When the

results differ by more than 1 percent absolute, carry out a

third sieving and calculate the mean of the three values.

REPORTING OF RESULTS

Report the value of R, to the nearest 0.1 percent, as the residue

on the 90μm sieve.

CONSISTENCY

AIM

To determine the quantity of water required to produce a cement

paste of standard consistency as per IS: 4031 (Part 4) - 1988.

PRINCIPLE

The standard consistency of a cement paste is defined as that

consistency which will permit the Vicat plunger to penetrate to a

point 5 to 7mm from the bottom of the Vicat mould.

APPARATUS

i) Vicat apparatus conforming to IS: 5513 - 1976

ii) Balance, whose permissible variation at a load of 1000g

should be +1.0g

iii) Gauging trowel conforming to IS: 10086 - 1982

PROCEDURE

i) Weigh approximately 400g of cement and mix it with a

weighed quantity of water. The time of gauging should be

between 3 to 5 minutes.

ii) Fill the Vicat mould with paste and level it with a trowel.

iii) Lower the plunger gently till it touches the cement surface.

iv) Release the plunger allowing it to sink into the paste.

v) Note the reading on the gauge.

vi) Repeat the above procedure taking fresh samples of cement

and different quantities of water until the reading on the

gauge is 5 to 7mm.

REPORTING OF RESULTS

Express the amount of water as a percentage of the weight of

dry cement to the first place of decimal.

INITIAL AND FINAL SETTING TIME

AIM

To determine the initial and the final setting time of cement

as per IS: 4031 (Part 5) - 1988.

APPARATUS

i) Vicat apparatus conforming to IS: 5513 - 1976

ii) Balance, whose permissible variation at a load of 1000g

should be +1.0g

iii) Gauging trowel conforming to IS: 10086 - 1982

PROCEDURE

i) Prepare a cement paste by gauging the cement with 0.85

times the water required to give a paste of standard

consistency (see consitency)

ii) Start a stop-watch, the moment water is added to the

cement.

iii) Fill the Vicat mould completely with the cement paste

gauged as above, the mould resting on a non-porous plate

and smooth off the surface of the paste making it level with

the top of the mould. The cement block thus prepared in the

mould is the test block.

A) INITIAL SETTING TIME

Place the test block under the rod bearing the needle.

Lower the needle gently in order to make contact with the

surface of the cement paste and release quickly, allowing it

to penetrate the test block. Repeat the procedure till the

needle fails to pierce the test block to a point 5.0 ± 0.5mm

measured from the bottom of the mould.

The time period elapsing between the time, water is added

to the cement and the time, the needle fails to pierce the

test block by 5.0 ± 0.5mm measured from the bottom of the

mould, is the initial setting time.

B) FINAL SETTING TIME

Replace the above needle by the one with an annular

attachment.

The cement should be considered as finally set when, upon

applying the needle gently to the surface of the test block,

the needle makes an impression therein, while the

attachment fails to do so. The period elapsing between the

time, water is added to the cement and the time, the needle

makes an impression on the surface of the test block, while

the attachment fails to do so, is the final setting time.

REPORTING OF RESULTS

The results of the initial and the final setting time should be

reported to the nearest five minutes.

SOUNDNESS

AIM

To determine the soundness of cement by Le-Chatelier method

as per IS: 4031 (Part 3) - 1988.

APPARATUS

i) The apparatus for conducting the Le-Chatelier test should

conform to IS: 5514 - 1969

ii) Balance, whose pemissible variation at a load of 1000g

should be +1.0g

iii) Water bath

PROCEDURE

i) Place the mould on a glass sheet and fill it with the cement

paste formed by gauging cement with 0.78 times the water

required to give a paste of standard consistency (see

consitency).

ii) Cover the mould with another piece of glass sheet, place a

small weight on this covering glass sheet and immediately

submerge the whole assembly in water at a temperature of

27 ± 2oC and keep it there for 24hrs.

iii) Measure the distance separating the indicator points to the

nearest 0.5mm (say d l ).

iv) Submerge the mould again in water at the temperature

prescribed above. Bring the water to boiling point in 25 to 30

minutes and keep it boiling for 3hrs.

v) Remove the mould from the water, allow it to cool and

measure the distance between the indicator points (say d 2 ).

vi) (d 2 – d l ) represents the expansion of cement.

REPORTING OF RESULTS

Calculate the mean of the two values to the nearest 0.5mm to

represent the expansion of cement.

lab experiments for civil engineers

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