Grain Size Distribution - Hydrometer Analysis

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The University of Toledo
Soil Mechanics Laboratory
1
Grain Size Distribution – Hydrometer Analysis
Introduction
The hydrometer analysis, also called sedimentation method, is used to determine the grain
size distribution for the fraction of soil that is smaller than the No. 10 (2.00 mm) sieve. Fine soil
particles are dispersed by soaking the soil sample in a dispersing agent and by rapid stirring to
neutralize the charges between the soil particles. The test uses a Type 152H hydrometer
calibrated to give the mass of solids with specific gravity equal to 2.65 in suspension and the
settling velocity of the dispersed soil particles. The soil grain diameter D (mm) is computed by
application of Stokes’ Law, a theoretical equation for the terminal settling velocity of spheres in
a fluid, according to the following equations.
2
-
G
G
2
æ
D
ö
=
v
s
1
(1)
ç
÷
h
9
2
è
ø
h
0 3
v
=
D
(2)
(
)
-
980
G
G
s
1
where
v = settling velocity of the fluid, water plus dispersing agent
G
= specific gravity of the soil solids
s
G
= specific gravity of the water and dispersing agent solution
1
h = absolute viscosity of the suspending fluid which depends on the temperature
Since the soil particles are particles are not spheres, the hydrometer analysis gives the diameters
of spheres that would be settling at the same velocity as the soil particles. This approximation to
the particle size distribution is useful for such engineering purposes as estimating the percentage
of fine grained particles and the percentage of clay sized particles.
Apparatus
1.
Balance capable of measuring to 0.1 g
2.
Evaporating dish
3.
Mechanical mixer and mixing cup to assist in dispersing the soil
4.
Type 152H hydrometer which reads grams of soil per 1000 ml. of slurry
5.
2 - 1000 ml. cylinders, 1 - 1000 ml. glass sedimentation cylinder
6.
Rubber stopper
7.
Thermometer
1
ASTM D 422 – 1963 (Reapproved 1998)
Hydrometer Analysis – 1

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