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    Feachered Services

    Advance Lining Geomembrane
    What are Geomembranes?
    Applications of Abso-Barrier Geomembrane
    Installation
    Welding Method
    Earth Work
    Preparation for Geomemembrane Deployment
    The Benefits of Abso-Barrier Geomembrane Liner
    Principal Characteristics of Abso-Barrier Geomembrane
    What are Geotextiles?
    Quality Control
    Non-Destructive Testing

    Earth work

    A Site View of Earth Work

    The Earthwork Contractor will be responsible for preparing and maintaining the subgrade in condition suitable for installation of the Abso-Barrier Geomembrane.
    In case where no site-specific earthwork quality control guidelines exist, the following general guidelines shall be followed. Surfaces to be lined shall be smooth and free for debris, roots and angular or sharp rocks. All fill shall consist of well-graded to the Geomembrane. The upper 150mm of the finished subgrade shall not contain stones or debris larger than 13mm. The subgrade shall have no sudden sharp or abrupt changes in grade. 
    The Earthwork Contractor will protect the subgrade from desiccation, flooding and freezing.

    A view of Trench

    Crest Anchorage System

    The anchor trench shall be excavated by the General Contractor or the Earthwork Contractor to lines and widths shown on the design drawings prior to deploying Geomembrane. Anchor trenches excavated in clay soils susceptible to desiccation cracks should be excavated only the distance required for the days liner placement to minimize the potential of desiccation cracking of the clay soils. Corners in the anchor trench shall be slightly rounded where the Geomembrane adjoins the trench to minimize sharp bends in the Geomembrane.

    Gallery

    A Waste Pit Lined by Krizs Geosynthetics

    The Process of Seaming of Geomembrane Liner

    A view of Installation of Geomembrane Liner

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