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  2. Geogrid - Wikipedia

    en.wikipedia.org/wiki/Geogrid

    Usually retaining walls are constructed of reinforced concrete, if an impermeable surface is not desired, it would be a sensible solution to create a filling area (but not for dam constructions). Choosing the ground reinforced with geogrid reinforcements instead of reinforced concrete retaining wall will also contribute to the ecological balance.

  3. Retaining wall - Wikipedia

    en.wikipedia.org/wiki/Retaining_wall

    Retaining walls are relatively rigid walls used for supporting soil laterally so that it can be retained at different levels on the two sides. Retaining walls are structures designed to restrain soil to a slope that it would not naturally keep to (typically a steep, near-vertical or vertical slope).

  4. Mechanically stabilized earth - Wikipedia

    en.wikipedia.org/wiki/Mechanically_stabilized_earth

    A diagram of a mechanically stabilized earth wall as it would be modeled in a finite element analysis. Mechanically stabilized earth (MSE or reinforced soil) is soil constructed with artificial reinforcing. It can be used for retaining walls, bridge abutments, seawalls, and dikes.

  5. Geocomposite - Wikipedia

    en.wikipedia.org/wiki/Geocomposite

    With a geotextile on one side it makes an effective drain on the backfilled side of retaining walls, basement walls and plaza decks. The cores are sometimes vacuum formed dimples or stiff 3-D meshes. As with wick drains, the geotextile is the filter/separator and the thick polymer core is the drain.

  6. Terraced wall - Wikipedia

    en.wikipedia.org/wiki/Terraced_wall

    Terraced wall on La Gomera. A terraced wall, also a terrace wall, or a terraced retaining wall is a wall that is divided into sections over a slope. Such designs are useful when building on a steep grade. Terraced walls may be built with many different materials. Some craters have terraced walls, which includes complex craters. [1] [2]

  7. Tieback (geotechnical) - Wikipedia

    en.wikipedia.org/wiki/Tieback_(geotechnical)

    Typically in the form of a horizontal wire or rod, or a helical anchor, a tieback is commonly used along with other retaining systems (e.g. soldier piles, sheet piles, secant and tangent walls) to provide additional stability to cantilevered retaining walls. [1]

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