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Fig. 18.13 Effect of alum
(aluminum sulfate)
concentration on percentage
on soil bentonite dispersion:
a percentage of dispersion
and b density variation in
dispersed-treated bentonite
(Ouhadi and Goodarzi 2006 )
Reprinted from Ouhadi and
Goodarzi ( 2006 ). Copyright
2006 with permission from
Elsevier
on runoff
reduction
in the PSD-phosphogypsum-treated
soil,
compared
with
untreated or only phosphogypsum-treated soils, is clearly observed.
PSDs are applied to soils mainly in arid and semiarid areas, where rainfall and
irrigation control soil water transmission properties; because this is a continuous
remediation procedure, polysaccharide-induced soil changes are irreversible on a
lifetime scale.
Alum Dispersivity of a soil is determined by the amount and type of soil clay and
by the presence of Na as saturated cation. Dispersive clay soils exhibiting a low
permeability and a low water velocity prevent transport of soil particles. However,
once cracks develop, dispersed soil-clay particles are easily carried with water
flowing through these cracks. In general, soil dispersivity in agricultural lands is
controlled by gypsum product additives. However, for specific geotechnical pro-
jects, alum or aluminum sulfate (Al 2 (SO 4 ) 3 18H 2 O) is also used. Ouhadi and
Goodarzi ( 2006 ) tested the stability of dispersive soil clays following alum treat-
ment (Fig. 18.13 ). It can be observed that the adding of 1.5 % alum, for example,
caused the percent dispersion of the soil bentonite to drop to 40 % and then
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