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By
Alfred R. Conklin, Jr.
Clay is a common
part of our everyday life. In school we may have worked with
modeling clay and professional artist use it in their work. In
drilling operations a specific type of clay, bentonite, is
used as a lubricant and sealant. In the chemical industry clay
is used as a catalyst to increase the rate of chemical
reactions. Many consumer products such as paper use clays as
fillers. Some researchers have suggested that clays,
particularly soil clays, acted as catalyst for the beginning
of life on earth. On a day-to-day basis soil clays are
important to plant growth and the decomposition of pollutants
in the environment.
In soil there are a seemingly infinite variety of clays, all
of which are important because they are the smallest, most
active inorganic components. This component is all the
inorganic particles less than 0.002 mm in diameter. At this
size these particles are colloidal and thus tend not settle
out of suspension. They have high sorptive capacity, hold
large amounts of water and have cation exchange capacity (CEC).
The most common cations on the exchange sites are calcium,
magnesium and potassium.
The most important group is the silicate clays, which are made
up of layers of silica and alumina. It is the arrangement of
and isomorphous substitution in these layers, which determines
the type of clay and its physical and chemical
characteristics. For instance some clays expand and are
extremely sticky and plastic when wet, others are slippery and
plastic while still others do not expand and are not sticky
when wet. Some clays have CEC which is pH dependent and some
have CEC which is permanent regardless of pH.
There are also amorphous clays and clays made up of the oxides
of aluminum, iron and titanium.
Clays can
be considered as coming from two different sources. Some are
remains of decomposed rock while others are synthesized in
soil. The latter are called secondary minerals and are the
most common. One might think of clays as being stable
unchanging soil components. However, all clays, even those
derived from rock, are constantly changing sometimes in a
matter of days or weeks. The four most common silicate clays
in soil regardless of their source are kaolinite, fine grained
mica, smectite, and amorphous. Of these the first three have
definite shape, repeating structure and composition while the
last does not.
Kaolinite, fine grain mica and smectite are general terms for
groups of silicate clays. They are called silicate clays
because they are made up of alternating layers of silica and
aluminia. The silica layer is composed of tetrahedral silicon
atoms bonded to four oxygens, which are in turn bonded to
either other silicon or aluminum atoms. The silicon layer has
oxygens on the surface, which allows for attraction water,
other clays, and organic and inorganic ions and molecules in
the surrounding soil water. On the other hand the alumina
layer is octahedral and its surface has hydroxyl groups (-OH),
which allow for hydrogen bonding. The alumina layer thus has
both partially negative oxygens and partially positive
hydrogens on the surface, which are available to attract
components in soil water.
Kaolinite is the dominant clay in areas with high weathering
or where soil has been developing for a long time. It is said
to be a one to one (1:1) clay because it is made up of one
layer of silica and one layer of aluminia. The crystals of
kaolinite are relatively large sometimes larger than 0.002 mm.
The large size is made possible because kaolinite is very
stable. Stability comes in part from the fact that the silica
layer of one kaolinite crystal can hydrogen bond to a hydroxyl
on the alumina layer of another crystal.
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Figure 1.
Basic features and structure of a 1:1 silicate clay. A
2:1 clay would have another silica layer above the
alumina layer. |
Because of their relatively large size and simple structure
kaolinite is the least active of the silicate clays. Large
size means less surface area and thus less sorptive capacity.
All cation exchange capacity (CEC) comes from unsatisfied
bonds at the surface of the crystals. The availability of
these sites is dependent on the pH of the solution surrounding
the crystal. At low pH (high H+ concentration) protons fill
these sites and the cation exchange capacity is less. At high
pH the reverse is true. This is termed pH dependent charge or
CEC.
Find grained mica crystals are smaller than kaolinite and have
a two to one composition. Their crystal structure is made up
of one sheet or layer of alumina sandwiched between layers of
silica. Their smaller size means they have larger surface
area, which leads to more sorptive capacity and more CEC.
However, in this case charges on the crystal come not only
from edge effects but also from isomorphous substitution.
There is substitution of aluminum (Al) for silicon (Si) in the
tetrahedral sheet. In a simplistic way we can think of
aluminum as having a charge of +3 and silicon as having a
charge of +4. Thus, when an aluminum atom replaces a silicon
atom not all the negative charges in the structure are
satisfied. This results in the crystal having both permanent
or pH independent negative charge and pH dependent charge and
its total CEC comes from both sources.
In fine grain mica isomorphous substitution deforms the
crystal structure. It turns out that this deformation forms a
“pocket” on the surface, which is just big enough to
accommodate either a potassium ion (K+) or an ammonium ion
(NH4+). Two crystals can come together and share one of these
ions between them. Because the substitution is on the surface
the interaction with cations is strong. The consequence is
that the crystals are held together strongly. The clay does
not expand nor is the internal surface between two crystals
available for exchange of cations.
Smectite is also a 2:1 clay mineral. Because of its small size
it has high sorptive capacity. It also has cation exchange
capacity as a result of both edge effects and isomorphous
substitution. In this case the isomorphous substitution, of
magnesium for aluminum, occurs in the alumina layer. Magnesium
has a +2 charge and so there is unsatisfied negative charge in
the interior of the crystal. The shape of the crystal is not
changed and all the surfaces are available for adsorption and
cation exchange.
Because the charge is further from the surface crystals are
not strongly held together. This leads to extensive swelling
and shrinking upon wetting and drying. Soils high in smectite
clays develop cracks 30 cm wide and 100 cm deep when dry.
Pollutants spilled on these types of soil when dry can
immediately move 100 cm deep. When wetted the soil swells and
the cracks close. Structures built on soils high in smectites
are often destroyed by the shrinking and swelling.
In addition to the well crystallized clays there are poorly
organized silicates and sesquioxides in soil. The most
commonly studied amorphous silicate clay called allophane is
common in soils developing from volcanic ash. These clays have
pH dependent cation exchange capacity and high phosphate
sorbing capacity. Sesquioxides are made up of oxides of
aluminum such as gibbsite [Al(OH)3] iron such as goethite (FeOOH)
and hematite (Fe2O3) and oxides of titanium. They are most
commonly found under intense weathering conditions such as in
the tropics.
It is common to find a mixtures of these clays in most soils.
As one moves from the equator to the poles the type of clay
changes from a predominance of kaolinite and oxides of iron
and aluminum to a predominance of smectite and fine grain
mica. In between there are likely to be a mix of various clay
types with no one dominant type.
The sub-soil or B horizons are usually higher in clay than the
overlying A horizons. Thus buried pipelines and tanks are
surrounded by soil higher in clay. This means that the spread
of leaks is retarded by the high sorptive capacity and small
pores in clays. However clean up is often a problem because
clays are hard to handle. When they are dry they are like
powders and can be easily blown. When wet they can be
slippery, sticky and plastic.
Expanding clays such as bentionite, which is a specific type
of smectite, have been used as sealants. They can seal pond
bottoms, the bottoms of landfills and around well linings. As
long as they are kept wet the seal is good. However if allowed
to dry the seal is lost and may not reform effectively on re
wetting.
The high sorptive and cation exchange capacity of soil clays
make them important in plant growth. Clay particles are
surrounded with a swarm of cations, which are available to
plants. The higher the clay content the more available
nutrients there will be. Clays also hold large amounts of
water. Thus, they provide water for plants during periods of
drought. Exchangeable protons on clays give them buffering
capacity, which tends to counter act rapid changes in soil pH.
Although sometimes hard to handle clays are beneficial if one
is attempting to do either bio- or phyto-remediation.
Two good sources of information about clays in the soils of a
particular area are the Soil Conservation Service, which has
extensive knowledge about the soils in a county. A second
source is the Soil Survey for the local area. These surveys
are available from the local Soil Conservation Service and the
agricultural extension agent. They contain information about
the soil types, their clay content and the engineering and
hydrologic characteristics of these soils and the clay they
contain.
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