BUILDING CONSTRUCTION & MATERIALS : Stone Part-F

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BUILDING CONSTRUCTION & MATERIALS : Stone Part-F

 Tests on Stones

The required properties of stones are ascertained by the following tests,

(1) Crushing strength test

(2) Water absorption test

(3) Abrasion test

(4) Impact test

(5) Acid test

(1) Crushing strength test



To conduct this test, specimen of 40*40*40 mm is prepared

from parent stone. Place the stone in water for 3 days,

after the sides are finely dressed.

Plaster of Paris is provided on the top & bottom surfaces of the

saturated specimen to get even surfaces,

so that the load applied is distributed uniformly.

Also, instead of using P.O.P layer, uniform load distribution can

be obtained by providing a pair of 5 mm thick plywood.

14 N/ mm2 per  minute load is placed on the specimen in the compression testing machine and crushing load is noted.

Now,

          Crushing Strength =Crushing Load / Area over which load is applied

    Take 3 specimens at least & take the average of them as the crushing strength. 

(2) Water absorption test



Cube Specimen having weight about 50 grams are prepared for this test

& following steps are carried out

(a) Note the weight of dry specimen as W1.

(b) Place the specimen in water for 24 hours.

(c) Take out the specimen, wipe out the surface with a piece of cloth and

weigh the specimen. Let its weight be W2.

(d) Suspend the specimen freely in water and weight it. Let its weight be W3.

(e) Place the specimen in boiling water for 5 hours. Then take it out,

wipe the surface with cloth and weigh it. Let this weight be W4. Then,

 

 Percentage absorption by weight    = (W2-W1) x 100 / W1     --- a

Percentage absorption by volume    = (W2- W1) x 100 / (W2-W3)   -- b

Percentage porosity by volume       = (W4- W1) x 100 / (W2-W3)   --- c

                        Density       = W1 / (W2-W1)                     --- d

         Specific gravity        = W1 / (W2-W3)                   --- e

Saturation coefficient 

               = Water absorption / Total porosity

     = (W2- W1) / (W4-W1)

(3) Abrasion test

This test is done on stones which can be used as aggregates

for road construction. The test end result suggests

the suitability of stones against the grinding motion

under traffic. The following are the tests that may

be conducted to find out the suitability of aggregates.

(i) Los Angeles abrasion test

(ii) Deval abrasion test

(iii) Dorry’s abrasion test.


(i) Los Angeles abrasion test


It consists of a hollow cylinder 0.7 m inside diameter and 0.5 m

long with both ends closed. It is set up on a frame so that it

could be rotated about the horizontal axis. IS code has standardized

the test method for different gradation of specimens. Along with

specific weight of specimen a specific quantity of cast iron balls

of 48 mm diameter are located inside the cylinder.

Then the cylinder is circled at a pace of 30 to 33 rpm for a

specific number of times (500 to 1000).

Then the aggregate is eliminated and sieved on

1.7 mm IS sieve. The weight of aggregate passing is found.

Then Los Angeles value is found as

            = Weight of aggregate passing through sieve X 100 / Original weight

For road works, the following values are recommended

For bituminous mixes   – 30%

For base course  –   50%



(4) Impact test


The resistance of stones to impact is found by conducting this test. It consists of a frame (with guides)  in which a metal hammer weighing 13.5 to 15 kg can freely fall from a height of 380 mm.

Aggregates of size 10 mm to 12.5 mm are filled in cylinder in 3 equal layers; each layer being tamped 25 times. The same is then transferred to the cup and again tamped 25 times. The hammer is then allowed to fall freely on specimen 15 times. The specimen is then sieved through 2.36 mm sieve.

  Then,

           Impact value = W2 /  W1

 

Where W2 = weight of fines

             W1 = original weight.

 

The recommended impact values for various works are:

Classification

Aggregate Impact value

Exceptionally strong

<10 %

Strong

10-20%

Satisfactory for road surfacing

10-30%

Weak for road surfacing

>35%

           


(5) Acid test



 This test is generally done on sand stones to check the presence

  of calcium carbonate, which weakens the climate resisting quality.

  In this test, a sample of stone weighing about 50 to 100 gm. is taken

  and stored in a solution of 1 per cent hydrochloric acid for seven days.   

  The solution is agitated at intervals. A proper constructing stone keeps  

its sharp edges and continues its surface intact. If edges are broken

 and powder is shaped at the surface, it shows the presence of calcium 

carbonate. Such stones can have negative weather resistance.

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REFERENCE BOOKS

1. BUILDING MATERIAL   - RANGAWALA

2. BUILDING MATERIAL    - SUSHIL KUMAR

3. BUILDING MATERIALS & CONSTRUCTION  - B.P.BINDRA

4. BUILDING CONSTRUCTION   - B.C.RANGWALA

5. BUILDING MATERIALS - A.KAMALA

6. BUILDING CONSTRUCTION & MATERIALS

-MR. SHRIKANT D. BOBADE

direct-link-445452,DirectLink_1,17084633,https://www.safestgatetocontent.com/girprigkfd?key=50bef049d46d5d216da32ccba87da5ee7. Basic Civil  Engineering S.S. BHAVIKATTI


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