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Volume 6 – Geotechnical Manual, Site Investigation and Engineering ...

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Chapter 6 SLOPE STABILITY<br />

Steel plate<br />

Soil face<br />

Shotcrete facing<br />

Main reinforcement<br />

Figure 6.12 Typical Details of Soil Nail<br />

6.7.5<br />

Geo-Synthetically Reinforcements<br />

Geo-synthetic soil reinforcement, such as geo-grid <strong>and</strong> geotextile, is another<br />

technique used to<br />

stabilize<br />

slopes. For high embankment on<br />

soft ground, the application of geo-synthetic i. .e., high<br />

strength geotextile or geogrid is<br />

required at<br />

the base of<br />

the embankment to enhance the stability of<br />

the embankment.<br />

6.7.6<br />

Retaining Walls<br />

The most common use of retaining walls for slope stabilization is when cut or<br />

fill is required <strong>and</strong><br />

there is<br />

not sufficient space or right-of-way available for just the slope itself. Gravity <strong>and</strong> cantilever<br />

retaining walls are most common adopted. Examples of wall used are reinforced concrete wall,<br />

sheet pile wall, gabions wall, crib walls.<br />

March 2009<br />

6-15

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