Specific Gravity Test of Soil IS: 2720–Part 3 | Geotechnical Engineering

Specific Gravity Test of Soil IS: 2720–Part 3, Section 1 - 1980, Reaffirmed in 2002

Specific Gravity Test

Theory:

Specific gravity of a soil is the ratio of mass of a given volume of soil solids to the mass of an equal volume of de-aired water both measured at a stated temperature. This is an important property and from it, many parameters of soils can be obtained, including density, porosity, and in hydrometer analysis test and oedometer tests. Specific gravity can give an idea of the content composition of the soil. The lower values-near 2 or less-might suggest organic content, while the higher values-2.75–2.85-indicate that the minerals are heavy, such as iron.

Need and Scope

Determination of Specific Gravity Specific gravity is quite useful for the following reasons:

Hydrometer test and oedometer test: The value of specific gravity is one of the required inputs in the laboratory tests for soil.

So, the knowledge about specific gravity is useful in determining phase relations which mean relative percentages of the same specimen of soil composed of solids, water, and air. Indication of soil composition: Specific gravity can be a marker of the organic matter or metal content in soil. A very low value of specific gravity might indicate an organic soil while higher values might indicate metallic components.

Apparatus Required

  1. Glass specific gravity bottle (50 ml or 100 ml capacity).
  2. Glass stopper with a hole to allow air to escape.
  3. Precision balance (with 0.001 g accuracy).
  4. Oven capable of maintaining 105°C ± 1°C.
  5. Thermometer.
  6. Funnel.
  7. Sand bath for heating. 
  8. Density bottles for specific gravity
    Density bottles for specific gravity


Procedure

  1. Weigh the empty specific gravity bottle: Measure the weight of the dry bottle and record it as W1.

  2. Add dry soil: Place approximately 10 g of oven-dried soil (for a 50 ml bottle) or 20 g (for a 100 ml bottle) into the bottle and weigh it again. Record this as W2.

  3. Add water: Fill the bottle about three-quarters full with water and gently boil or place under partial vacuum to remove any trapped air bubbles. Occasionally roll the bottle to assist in air removal.

  4. Cool and fill: Allow the bottle to cool to room temperature and fill it completely with water up to the mark.

  5. Weigh the filled bottle: Clean the exterior of the bottle and weigh it, recording this value as W3.

  6. Weigh the bottle with water only: After cleaning the bottle, fill it entirely with de-aired water, ensuring it is filled exactly to the mark, and weigh it. Record this as W4.

  7. Data and calculations:

      Calculate the specific gravity using the formula: 
       

Tabulation and Results

Test No.

Temp (°C)

Bottle No.

W1 (g)

W2 (g)

W3 (g)

W4 (g)

Specific Gravity (Gs)

1

2

3

Specific Gravity at 27°C

If the test is not conducted at 27°C, you can correct the specific gravity by multiplying the measured specific gravity by a temperature correction factor, K27:

Gs(27C)=K27×Gs









G_s (27^\circ C) = K_{27} \times G_s

Refer to Table 1 for the correction factor at your test temperature.

Table 1: Correction Factor for Specific Gravity of Water Due to Temperature

Temperature (°C)

         K27

15

1.0026

16

1.0024

17

1.0023

18

1.0021

19

1.0019

20

1.0017

21

1.0015

22

1.0013

23

1.0010

24

1.0008

25

1.0005

26

1.0003

27

1.0000

28

0.9997

29

0.9994

30

0.9991

31

0.9988

32

0.9985

33

0.9982

34

0.9979

35

0.9975

36

0.9972

37

0.9968

38

0.9964

39

0.9961

40

0.9957



Conclusion

Range of Specific Gravity of different soils
Range of Specific Gravity of different soils 


This is especially significant with regard to the content, in terms of organic matter or mineral content. A low specific gravity value is less than 2, and higher values close to 2.75–2.85 indicate mineral-rich soils, such as soils containing iron. Such data are considered important in various geotechnical evaluations, including hydrometer and consolidation tests.

Specific Gravity Test of Soil IS: 2720–Part 3 | Geotechnical Engineering Specific Gravity Test of Soil IS: 2720–Part 3 | Geotechnical Engineering Reviewed by Digitech education on September 18, 2024 Rating: 5

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