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Aussie Clay SW PL

Aussie Clay 590

Aussie Clay SW PL is a high-performance bentonite composite waterproofing membrane engineered specifically for contaminated or saltwater environments. This system consists of a thick layer of saltwater-compatible sodium bentonite encapsulated between needle-punched woven and non-woven geotextile fabrics, with a polyethylene liner fused to the non-woven side. The poly liner significantly enhances the membrane’s impermeability and physical strength. Upon hydration, the bentonite swells to form a low-permeability, self-sealing barrier that reliably protects structures from water intrusion under aggressive soil conditions.

Where to Use

  • Sites with high salt content in groundwater
  • Contaminated soil conditions
  • Under-slab waterproofing
  • Foundation walls
  • Earth-covered structures
  • Lagging and shotcrete conditions
  • Tunnels and basements
  • Retaining walls

Key Features

  • Poly-Lined Composite System — Added poly layer improves vapor impermeability and membrane durability.
  • Saltwater-Resistant Bentonite — Specially formulated to perform in brackish or chemically contaminated soils.
  • Self-Sealing Capability — Swells upon contact with water to create a continuous, watertight seal—even around minor penetrations.
  • Reinforced Fabric Matrix — Needle-punched composite resists tearing, stretching, and displacement during installation.

Material

Sheet Product (Saltwater-Grade Bentonite Composite with Poly Liner)

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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