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Sodium Geosynthetic clay liner -OF

Geosynthetic clay liner-OF


Sanderay®GCL-OF,Bentonite sometimes has been impacted by Wetting/Dry circle if it is exposed to air or soil. Sanderay®GCL-OF is coated at least 0.15mm HDPE onto the Sanderay®GCL-NP, which has lower permeability, usually is applied in Pond, dam, road embankment,tunnel which GCL expose to air or arid soil .  PE film liner will reduce the impact of wetting/dry circle.

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Technical data sheet:

Material property

Unit

Required Value

Testing method

GEOTEXTILE

PROTECTION LAYER1

PP non-woven white

g/m2

210

 

EN SO9864or ASTMD5261

GEOTEXTILE CARRIER

LAYER1

PP slit film woven

g/m2

110


 

BENTONITE LAYER

(0% moisture content)

Sodium Bentonite granules2

g/m2

3700

ASTM D5993


Fluid Loss

ml

≤18

ASTM D5891


Swell Index

ml/2g

≥25

ASTM D5890

BONDED LAYER

PE Membrane

mm

0.15

ASTM D5199

MASS PER UNIT AREA3

(0% moisture content)

Geosythetic clay liner

g/m2

4150

ASTM D5993

TENSILE STRENGTH

MACHINE

kN/m

10

ASTM D6768


ACROSS

kN/m

10


PEEL STRENGTH BETWEEN WOVEN AND NONWOVE

N/m

600

ASTM D6496

STATIC PUNCTURE RESISTANCE

(CBR BURST)

STRENGTH

N

≥ 2000

ENISO12236


ELONGATION

%

≥ 20


PERMEABILITYGCL ONLY)

m/s

3.0 *10-11

ASTM D5084

INDEX FLUX(q10)

(m3/m2)/s

2.7X10-9

ASTM D5887

HYDRATED PEAK SHEAR STRENGTH@10kPa PRESSURE

kPa

30

ASTMD6243

ROLL SIZE (length X width)

(m)

30mt X 5.0mt  or  tailored



Product Characteristic:
 Lower permeability, Double waterproof structure, Self sealing for puncture and cracks, long term service span, excellent performance for wetting/dry circle.

Application: River slope, secondary containment, fluid waste site, Pond in arid area,Irrigation tunnel, underground structure etc.,



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