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 The primary performance factors are clay
quality, amount of clay used per unit area,
and uniformity.
 In configurations using a geomembrane, the
clay is affixed using an adhesive.
 The landfill operator should test ensure that
its hydraulic conductivity.
 Provide barrier systems with low hydraulic
conductivity.
 The quality of the clay used affects a GCL’s
hydraulic characteristics.
 In particular, a geotextile-backed GCL, with
bentonite affixed via stitchbonding provides
additional internal resistance to shear in the
clay layer.
 As primary ingredient and affixed by needle
punching to a woven or nonwoven upper
geotextile and a nonwoven lower geotextile
 Mixed with water-soluble adhesive and
bonded or stitchbonded to a woven upper
and lower geotextile.
 Mixed with an adhesive and bonded to a
blend of high density polyethylene and very
low density polyethylene.
 Installers cover the GCL with soil, the GCL
hydrates by drawing moisture from the soil.
 To install it must allow enough seam overlap
at adjoining sheets to guard against the
potential opening of the barrier systems.
USES OF BENTONITE
BENTONITE FOR
GEOSYNTHETIC
CLAY LINER
INSTALLATION
7th Floor, Block 2, Worldwide Business Centre, Jalan Tinju 13/50, 40675 Shah
Alam, Selangor Darul Ehsan Malaysia.
H/P: +6012-2131797 (Sharian Raj)
E:sharianraj@nvs99.com

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Bentonite for geosynthetic clay liner

  • 1.  The primary performance factors are clay quality, amount of clay used per unit area, and uniformity.  In configurations using a geomembrane, the clay is affixed using an adhesive.  The landfill operator should test ensure that its hydraulic conductivity.  Provide barrier systems with low hydraulic conductivity.  The quality of the clay used affects a GCL’s hydraulic characteristics.  In particular, a geotextile-backed GCL, with bentonite affixed via stitchbonding provides additional internal resistance to shear in the clay layer.  As primary ingredient and affixed by needle punching to a woven or nonwoven upper geotextile and a nonwoven lower geotextile  Mixed with water-soluble adhesive and bonded or stitchbonded to a woven upper and lower geotextile.  Mixed with an adhesive and bonded to a blend of high density polyethylene and very low density polyethylene.  Installers cover the GCL with soil, the GCL hydrates by drawing moisture from the soil.  To install it must allow enough seam overlap at adjoining sheets to guard against the potential opening of the barrier systems. USES OF BENTONITE BENTONITE FOR GEOSYNTHETIC CLAY LINER INSTALLATION 7th Floor, Block 2, Worldwide Business Centre, Jalan Tinju 13/50, 40675 Shah Alam, Selangor Darul Ehsan Malaysia. H/P: +6012-2131797 (Sharian Raj) E:sharianraj@nvs99.com