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Aussie Clay PL

Aussie Clay PL

Aussie Clay PL is a high-performance, heavy-duty bentonite composite waterproofing membrane. It consists of a thick layer of active sodium bentonite (approximately 1 lb/sq.ft. or 4.8 kg/m²) encapsulated between two durable geotextile fabrics—one woven and one non-woven—needle-punched together to form a strong, stable composite. A polyethylene (poly) liner is bonded to the non-woven side to increase the membrane’s overall waterproofing performance and vapor impermeability. Upon hydration, the sodium bentonite swells, forming a dense, low-permeability barrier that self-seals minor cracks and penetrations.

Where to Use

  • Retaining walls
  • Basements
  • Under-slabs
  • Mud-slabs
  • Permanent formwork (e.g., lagging)
  • Existing back-filled structural walls
  • Smoothly prepared concrete substrates
  • Compacted earth or crushed stone substrates

Key Features

  • Self-Sealing System — Swells upon hydration to form a watertight, monolithic barrier that seals small cracks and penetrations.
  • High-Strength Membrane — Needle-punched fabric composite provides durability and tear resistance during installation and backfilling.
  • Integrated Poly Liner — Increases waterproofing integrity and provides vapor barrier properties in critical applications.
  • Cost-Effective Solution — Reduces long-term maintenance and repair costs while delivering reliable performance under hydrostatic pressure.

Material

Sheet Product (Bentonite Composite with Poly Liner Sheet)

System

Pre-Applied Below-Grade Waterproofing System

Installation

See Installation Instructions for warnings, installation instructions and information on various application surfaces.

Documents

  • Details

    Backfilled

    • 0590 – Backfilled – View-ALL (PDF)
    • 0590.0002 – CIP, NH – Backfilled Wall 01 (DWG) (PDF)
    • 0590.0003 – CIP, NH – Backfilled Wall 02 (DWG) (PDF)
    • 0590.0102A – CIP, NH – Typical Backfilled Wall 01 (DWG) (PDF)
    • 0590.0102B – CIP, NH – Typical Backfilled Wall 02 (DWG) (PDF)
    • 0590.0103 – CIP, NH – Typical Backfilled Wall 03 (DWG) (PDF)
    • 0590.0205 – CIP, NH – Backfilled Wall – Pipe Penetration (DWG) (PDF)
    • 0590.0207 – CIP, NH – Backfilled Wall – Sleeved Pipe Penetration (DWG) (PDF)
    • 0590.0302 – CIP, NH – Backfilled Wall – Grade Termination 01 (DWG) (PDF)
    • 0590.0304 – CIP, NH – Backfilled Wall – Grade Termination 02 (DWG) (PDF)
    • 0590.0306 – CIP, NH – Backfilled Wall – Brick Ledge Termination 01 (DWG) (PDF)
    • 0590.0308 – CIP, NH – Backfilled Wall – Brick Ledge Termination 02A (DWG) (PDF)

    Blind Side

    • 0590 – Blind Side – View-ALL (PDF)
    • 0590.0001A – Under Slab Assembly – Single System (DWG) (PDF)
    • 0590.0001B – Under Slab Assembly – Dual Layer (DWG) (PDF)
    • 0590.0010 – CIP – Blind Side Waterproofing Over Metal Sheet Piling (DWG) (PDF)
    • 0590.0012 – SC – Blind Side Waterproofing Over Metal Sheet Piling 02 (DWG) (PDF)
    • 0590.0100 – CIP – Blind Side Waterproofing Over Lagging (DWG) (PDF)
    • 0590.0101 – CIP, SC, H, NH – Blind Side Waterproofing Over Lagging (DWG) (PDF)
    • 0590.0110 – CIP, NH – Blind Side Waterproofing Over Lagging, US Drainage (DWG) (PDF)
    • 0590.0112 – NH, SC – Blind Side Waterproofing Over Lagging, US Drainage (DWG) (PDF)
    • 0590.0200 – CIP – Pipe Penetration (DWG) (PDF)
    • 0590.0202 – SC – Pipe Penetration (DWG) (PDF)
    • 0590.0206 – CIP – Sleeved Pipe Penetration (DWG) (PDF)
    • 0590.0208 – SC – Sleeved Pipe Penetration (DWG) (PDF)
    • 0590.0210 – Slab Penetration Over Mud Slab (DWG) (PDF)
    • 0590.0215 – Slab Penetration Over Compacted Earth (DWG) (PDF)
    • 0590.0220 – SC – Typical Soldier Pile (DWG) (PDF)
    • 0590.0222 – CIP – Typical Soldier Pile (DWG) (PDF)
    • 0590.0223 – CIP – Back Lagged Soldier Pile (DWG) (PDF)
    • 0590.0224 – SC – Back Lagged Soldier Pile (DWG) (PDF)
    • 0590.0225 – SC – Metal Tie-Back Cover (DWG) (PDF)
    • 0590.0230 – CIP – Metal Tie-Back Cover (DWG) (PDF)
    • 0590.0235 – SC – Tie-Back Cover (DWG) (PDF)
    • 0590.0236 – CIP – Tie-Back Cover (DWG) (PDF)

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