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  2. 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.

  3. Landslide mitigation - Wikipedia

    en.wikipedia.org/wiki/Landslide_mitigation

    Slope angles can be reduced by digging out the brow of the slope, usually in a step-wise fashion. This method is effective for correcting shallow forms of instability, where movement is limited to layers of ground near the surface and when the slopes are higher than 5m. Steps created by this method may also reduce surface erosion.

  4. Embankment (earthworks) - Wikipedia

    en.wikipedia.org/wiki/Embankment_(earthworks)

    An embankment is a raised wall, bank or mound made of earth or stones, that are used to hold back water or carry a roadway. A road , railway line , or canal is normally raised onto an embankment made of compacted soil (typically clay or rock-based) to avoid a change in level required by the terrain , the alternatives being either to have an ...

  5. Retaining wall - Wikipedia

    en.wikipedia.org/wiki/Retaining_wall

    A gravity-type stone 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).

  6. Mechanically stabilized earth - Wikipedia

    en.wikipedia.org/wiki/Mechanically_stabilized_earth

    MSE walls stabilize unstable slopes and retain the soil on steep slopes and under crest loads. The wall face is often of precast, segmental blocks, panels or geocells that can tolerate some differential movement. The walls are infilled with granular soil, with or without reinforcement, while retaining the backfill soil.

  7. Cellular confinement - Wikipedia

    en.wikipedia.org/wiki/Cellular_confinement

    Early research (Bathurst and Jarrett, 1988) [13] found that cellular confinement reinforced gravel bases are "equivalent to about twice the thickness of unreinforced gravel bases" and that geocells performed better than single sheet reinforcement schemes (geotextiles and geogrids) and were more effective in reducing lateral spreading of infill under loading than conventional reinforced bases.

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