The ratio of the unit weight of a material to the unit
weight of distilled water at 4°C is a common definition of specific
gravity. Soil specific gravities, however, are normally referred to the
weight of water at 20°C. In itself, the specific gravity is not an
index property of a soil. It is, however, required for determination of
the unit weight of a soil and in many computations.
While it is possible to have a range of values from 2.2 to 3.5, most
soils have specific gravity from 2.60 to 2.80. Any values outside of
this latter range should be viewed skeptically and a re-test should be
made to verify the value. Where specific values are not available, the
following can be assumed for local soils:
Sand and gravels: 2.65
Silts and clay: 2.78
By definition the equation for specific gravity is:
Equation Set 1.1
The specific gravity test uses a flask of known volume (500 ml
typically) called a pycnometer. Based on the measured masses Mpw, Mpws
and Ms, specific gravity can be calculated as below. Remember to be
consistent with units (typically grams and milliliters). Pycnometer
masses listed are without the mass of the flask itself.
Equation Set 1.2
However, the variation of the density of water with temperature must
be accounted for between measuring pycnometer mass full of water and
full of water and soil. In addition, the volume of the pycnometer itself
changes with temperature. Two methods are commonly used to compensate:
- The easiest way is to determine both masses at the same
temperature - we'll do it this way!
- In a production environment, the mass of water alone in the
pycnometer can be calibrated experimentally with water over a range
of temperature and plotted. Once this plot is made only the mass
with soil and water and the temperature is necessary for each test.