Australia-based · Global geosynthetic supply & engineering support | Site investigations · SATechnical documents (5)

KONTAIN GCL SYSTEMS

Geosynthetic clay liners for your ground, fill and liquid.

Kontain GCL Standard, Heavy, Laminated and Polymer. Select the base construction, bentonite formulation and laminate thickness to suit the project.

Match the product to the soil, liquid chemistry, hydraulic duty and installation conditions. Confirm the actual grade and test evidence before supply.

Kontain standard, composite-base and laminated GCL constructions
Typical constructions. Confirm the supplied grade’s TDS.

The Kontain GCL range.

Start with a standard or heavy composite base. Add a laminate or polymer modification where needed. Custom combinations require a confirmed construction and property schedule.

GCL-S · Needle-punched sodium-bentonite liner

Kontain GCL Standard

Conventional containment using a nonwoven cover and woven carrier. Select for the actual liquid chemistry, confinement and installation conditions.

Reference dry bentonite
≥3,700 g/m²
Construction
PP nonwoven / bentonite / PP woven
Long edges
Factory-treated, self-sealing under confinement

The reference grade contains at least 3,700 g/m² dry granular bentonite. Powdered bentonite and other masses can be specified with a separate property schedule.

GCL-H · Woven/nonwoven composite base

Kontain GCL Heavy

A reinforced carrier with an additional nonwoven layer for more demanding installation conditions and assessed granular-fill contact.

Reference dry bentonite
≥4,000 g/m²
Composite carrier
Woven reinforcement + nonwoven protection
Static puncture reference
≥2,500 N; grade-specific installation checks

Available with 3,700 or 4,000 g/m² dry bentonite. The reference schedule below is the 4,000 g/m² construction; confirm a separate schedule for the 3,700 g/m² option.

GCL-L · PE barrier over the selected GCL base

Kontain GCL Laminated

An integral polymer barrier to reduce direct exposure from the covered face and help manage moisture loss and wetting–drying effects. Retain confinement and the specified GCL sealing detail.

PE laminate options
0.2 / 0.5 mm
Base construction
Standard or heavy GCL
Joints
Approved overlaps with continuous confinement

Specify 0.2 or 0.5 mm PE laminate with the selected standard or heavy GCL base. Confirm the supplied grade and approved overlap detail before ordering.

GCL-P · Polymer-modified bentonite for assessed chemistry

Kontain GCL Polymer

A formulation option for saline water, aggressive cover-soil leachate and process liquids where conventional sodium bentonite needs additional compatibility assessment.

Reference bentonite
≥3,700 g/m² dry polymer-modified powder
Selection
Representative liquid and hydration testing
Custom combinations
Heavy base and laminate, subject to qualification

The reference construction uses polymer-modified bentonite powder in a standard reinforced GCL. Heavy-base and laminated combinations require their own confirmed construction and compatibility schedule.

Laminate thickness is a separate choice.

SuffixLaminateJoint approachSupply basis
L020.2 mm PELoose laminate lap with direct GCL overlap and confinementPolymer and thickness tolerance confirmed in the order
L050.5 mm PELoose laminate lap with direct GCL overlap and confinementSelected laminate and finished assembly properties confirmed

The published laminate options are 0.2 and 0.5 mm PE. Confirm the selected construction, supplied grade and approved joint detail before supply.

Use the approved laminate overlap detail.

Keep the specified GCL contact, compatible seam treatment and continuous confinement. Confirm overlaps, ends, repairs and penetrations against the supplied product and project detail. A loose laminate lap is not a continuous welded membrane barrier.

Read the overlap guidance →

Soils, slopes and penetrations need a project detail.

Lime-treated cover is unsuitable for direct contact with conventional bentonite without specific validation. Assess limestone, recycled concrete, saline water and aggressive liquor for compatibility. Select polymer-modified bentonite through representative exposure testing where needed.

Direct crushed aggregate up to 25 mm is a grade-specific option for suitable heavier composite-base GCLs, subject to chemistry, puncture and placement checks. A 1V:4H slope is a common starting geometry; 1V:2H is a specially designed case with verified internal and interface shear. Granular contact layers must support the hydraulic barrier without voids or puncture.

Planning the complete lining system?

Review liner selection, material supply and design input for the GCL, geomembrane, protection and drainage layers. Send your drawings and request GCL selection and pricing.

Prepare a GCL enquiry.

Choose the starting construction and send the site information for review. These choices do not approve the design.

Planning quantity: 37 rolls

5,500 m² including the entered allowance; common gross roll area 150 m².

The allowance is an editable planning assumption. Actual overlaps, cuts, anchors, custom sizes and the approved panel layout govern the order. Confirm contact-soil chemistry, slopes, supplied construction and the approved overlap and confinement details before ordering.
Open enquiry email →

Supply format and practical support.

Common rolls are 5 m × 30 m, with customised dimensions available. Choose plastic or steel cores and confirm clear bore, gross mass and lifting compatibility. Both granular and powdered bentonite can be specified. Granular material generally produces less handling dust; the polymer reference grade uses modified powder. Specify the bentonite source and chemistry where the project has particular requirements.

Send the liner section, slope geometry, soil grading and source, liquid chemistry, loading, penetrations and delivery location. Kontain can help define the product and installation evidence needed for the designer’s review.

ben.lewis@kontainsolutions.com