3. MECHANICAL STRENGTH : This is normally measured in
terms of resistance to shear, which is a function of the
internal friction and cohesion of the soil
SOIL MOISTURE CONTENT : When a soil has completed
its free drainage under the action of gravity , it retains
a certain amount of water at a reduced pressure in the
pores and on the surfaces of particles by virtue of the
surface tension and adhesive forces.
4. MOISTURE MOVEMENT : in the case of saturated flow
in the liquid phase, the permeability or rate of
moisture movement in a soil decreases with increasing
clay content due to increasing proportion of small
capillary channels
PLASTICITY : This occur when the moisture contents of
the soil as it passes from one state to the next s a wet
slurry of remoulded clay soils dries , it passes through
a series of states, that is liquid ,plastic , semi solid and
solid .
8. This is the water content at which soil ceases
to be entirely plastic and becomes a semi
plastic solid
FIG 2. GRAPH SHOWING PLASTIC LIMIT
9. This is the water content below which further
loss of moisture does not result in a
decrease in the soil volume
FIG 3 : GRAPH SHOWING SHRINKAGE LIMIT
10.
11. Refers to cation exchange capacity
Ability to retained supply nutrient
Fertility
HIGH ACTIVITY CLAYS
Less weathered , high effective surface area
Smectite , vermiculite , mica ( illite ) , chlorite
LOW WEATHERED CLAYS
More weathered , low effective surface area
kaolinite
12.
13.
14. GEOLOGICAL SCIENCE
Understanding of geological environments, economic
geology, environmental geology, engineering geology
CIVIL ENGINEERING
understanding the soil properties, soil behaviour,
foundation and slope stability .
MATERIAL SCIENCE
understanding the material properties , manufacturing
SOIL SCIENCE
Soil stability , agriculture