| Soil Nailing |
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- Temporary and permanent excavation
support/retaining walls
- Stabilization of tunnel portals
- Stabilization of slopes
- Repair of retaining walls
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- Reinforcing bars
- Steel tubing
- Steel angles
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- Driven nail
- Grouted nail
- Jet grouted nail
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| Corrosion protection is necessary
for long-term temporary and/or permanent works |
- Epoxy Coatings
- Polyethylene Sheathing
- Cathodic Protection
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| The type of facing depends on
application and soil type. Current facings include: |
- Shotcrete, generally reinforced
with either
- Welded wire mesh
- Rebar
- Steel or polyester fibers
- Prefabricated concrete or steel
panels
- Cathodic Protection
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| Soil nailing is possible
in a wide range of materials including: |
- Clays
- Sandy soils
- Weathered rock; tallus
slope deposits
- Heterogeneous and stratified
soils
|
| Soil nailing is not
practical in: |
- Soft,
plastic clays
- Organics/Peat
- Loose
(N<10), low density and/or saturated
soils
- Fills
(rubble, cinder, ash, etc.)
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- Mechanical
properties of soil
- Soil type(s) and density
- Moisture content
- Soil stratification
- Groundwater
condition, seasonal changes and hydrology
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| Drainage systems are incorporated
into the nailed wall, reducing liquid pressure and preventing
saturation of the reinforced ground. Drainage systems
include: |
- Geotextile
facing
- Drilled in place relief
wells
- Slotted
plastic collection piping
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Surface drainage control above and behind the
retaining wall is also critical to the system.
1. Perform geotechnical site investigation
2. Evaluate excavation/nailed wall geometry
3. Check wall stability - internal/external
4. Incorporate drainage control system with nail wall design
5. Finalize nailing layout and work sequence
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- Nailing installation
sequence
- Verification testing - pull
test to verify design strengths
- Progressive monitoring for
design performance
- Conventional
movement monitoring
- Inclinometers
- Optical survey of fixed targets
- Shotcrete
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