Miragrid XT Geogrids for Soil Reinforcement



Product Description

Miragrid XT are high strength, high tenacity, high molecular weight polyester geogrids in a full range of tensile strengths to meet the most demanding applications of soil reinforcement.
Miragrid XT geogrids are woven and then coated with a polymer coating to provide dimensional stability. Miragrid XT geogrids are uniaxial with the highest tensile strengths of any reinforcement geogrid in the industry. The high molecular weight, high tenacity polyester yarns used in the Miragrid geogrids result in excellent creep resistance. The high molecular weight polyester fibers are also resistant to the potential degradative effects of hydrolysis and chemical attack for the range of pH normally encountered in reinforced soil environments.

Features and Benefits

No recoiling. Remains in place after being installed; does not roll back.
Flexible and tough. Delivers immediate soil geogrid stress transfer ensuring minimal movement of soil structure.

Applications

Miragrid geogrids are used in a wide variety of soil reinforcement applications including internally reinforced soil walls, segmental retaining wall reinforcement, steep reinforced slopes, and reinforcement in a variety of landfill applications including potential voids bridging and veneer stability. Applications where long term design strength is necessary for the stability of the structure are ideal applications where Miragrid geogrids can be used.

Installation Guidelines

Before placing Miragrid geogrids, the surface should be cleared of all debris and the foundation base proofrolled. The grids should be rolled out, cut to length, thus eliminating field connections; and laid at the proper elevation, location and orientation. Since geogrids vary in strength with roll direction, Miragrid should be laid in the direction of main reinforcement.
After rolling out, the material should be tensioned by hand until it is taut, free of wrinkles, and lying flat. Adjacent geogrid rolls may be butted together side-by-side without overlap. Splices should be avoided.
Certain fill placement procedures may require the reinforcement to be held in place by stakes, sandbags, or fills, as directed by an engineer. A razor blade, sharp knife or scissors may be used to cut the material. Fill placement should follow the standard practice, or as defined in the project specifications or directed by the engineer. Care should be taken to prevent wrinkles and/or slippage of reinforcement during fill placement and spreading.

* These guidelines serve as a general basis for installation. Detailed instructions are available from your TC Mirafi® representative.

Product Description Sheet

Technical Data

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Installation guidelines

Technical Documents




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