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Many factors are responsible for embankment and slope instability. One of the reasons is that present construction space is limited, requiring marked slope inclination. In other cases, vegetation removal, storms and sub-surface water may create instability on previously immobile slopes.

These conditions usually lead to degradation on the slope surface or even deep instability. There are various alternatives to stabilize such slopes, depending on the affected material and the consequences of instability. The surface process and general instability must be independently established to define an efficient corrective measure.

Surface instability involves sediment carriage by gravity in the form of soil, mud, fragments or rocks. General slope instability involves the movement of material that has separated along a weakness zone.

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1. Slope showing general instability with landslides, movement of material and general erosion.

2. Same slope after recovery and protection with nailed green soil and anti-erosion biodegradable blankets.

3. Same site three months after slope recovery and protection,now fully re-vegetated and with no erosion gullies.
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1. Slope with geotechnical instability, general erosion, slides and significant sediment carriage.

2. The nailed green soil technique was applied using the Fibrax Screen® 400BF bidimensional coconut fiber anti-erosion biodegradable blanket.

3. Same site after completion, demonstrating efficiency, visual improvement and resolution of environmental factors such as water infiltration, excess solar radiation and temperature.
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1. Slope with rupture and sliding, to be recovered and protected with the nailed soil technique.

2. After nail application on the slope, erosion is being corrected and filled with Bermalonga® D20 type sediment retainer rip-raps.

3. Fibrax Screen® 400BF application after erosion treatment; also show is the high strength metal mesh metal plate anchored to the nails.