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Geosynthetic clay liners (GCLs) are an established
sealing product in the geoenvironmental industry. They are
used in landfill caps and base liner applications under roads,
railways, secondary containment for above ground tank farms,
as well as within various other containment structures such as
dams, canals, ponds, rivers and lakes. They are also used for
waterproofing of buildings and other similar structures.
Rolled out like a carpet to provide a durable impermeable
liner, geosynthetic clay liners consist of a layer of high
swelling sodium bentonite, sandwiched between two geotextiles.
by different techniques, manufactured GCL, taishanshen, is
mechanically bonded by needlepunching from one nonwoven
geotextile through the bentonite to the other nonwoven or
woven geotextile.
Sodium Bentonite is a naturally occurring clay with hundreds
of uses. Comprising mainly montmorillonite, a layered clay
mineral with broad flat platelets which are ideally shaped to
provide a hydraulic barrier. Sodium ions located between these
platelets allow water to hydrate the bentonite in an
absorption reaction that results in the bentonites swelling
characteristics. swells when contacted with water
approximately 900% by volume or 700% by weight. When hydrated
under confinement, the bentonite swells to form a low
permeability clay layer with the equivalent hydraulic
protection of several feet of compacted clay.
This swelling allows the bentonite to seal around
penetrations, giving the GCL self sealing characteristics.
During hydration, a confined layer of dry bentonite changes
into a dense monolithic mass with no observable individual
particles. A fully hydrated sodium bentonite layer can have a
hydraulic conductivity of approximately one hundred times
lower than a typical compacted clay liner (CCL).
Because of their low hydraulic conductivity, GCLs are used
mainly as a replacement for thick, difficult to build,
compacted clay liners to provide a barrier to liquids and
gases.
Permathene supply and install a range of GCL's from light to
heavy grades. These are high performance environmental liner
comprised of geosynthetic carrier components integrated with a
layer of low permeability sodium bentonite. The rolls are
supplied in wide widths, minimising seams. Installation is
fast.
GCL (geosythetic clay
liners)technique index:
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MATERIAL PROPERTY
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TEST METHOD
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REOUIRED VALUES
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Bentonite Swell Index
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ASTM D 5890
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24mL/2g min
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Bentonite Fiuid Loss
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ASTM D 5891
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18mL max
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Bentonite Mass/Area2
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ASTM D 5993
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3.6kg/m2 min
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GCL Grab Strength
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ASTM D 4632
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400N marv
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GCL Peel Strength
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ASTM D 4632
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65N min
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GCL Index Flux
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ASTM D 5887
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1〜10-8m3/m2/sec
max
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GCL Permeability
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ASTM D 5887
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5〜10-9cm/sec max
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GCL Hydrated Internal Shear Strength
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ASTM D 5321
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24kPa typical typical
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