SOLD – RAILWAY STABILIZATION DRILLING AND GROUTING RIG – SOLD
09/87 Ford L9000 6 x 4 Pressure Grout Body
SOLD -RAILWAY STABILIZATION DRILLING AND GROUTING RIG
For sale 09/87 Ford L9000 6 x 4 Pressure Grout Body RAILWAY STABILIZATION DRILLING AND GROUTING RIG
1729 Handbook for Railroad Track Stabilization Using Lime Slurry Pressure Injection
Pressure Injection_ProductSheet_SEP10_R1
| Odometer | 395,741 Kms. Showing on Odometer |
| Body | Drilling and Pressure Grouting Body |
| Log Books | No |
| Colour | White |
| Transmission | Eaton Fuller Roadranger |
| Engine Capacity | Cummins Big Cam 350 Diesel |
| Registration | No Registration |
| Fitted With | Dual Fuel Tanks, Hydraulic Oil Tank , Hydraulic Pump, HyRail Wheels, Perkins 4 Cylinder Diesel Engine, Spider Rims, Stabiliser Legs, Total Engine Hours: 926 Hours |
| No. of Seats | 2 |
| No. of Doors | 2 |
| Suspension Type | Leaf Spring Suspension |
| Gross Vehicle Mass | 24,500 kg |
| Gross Combination Mass | 45,000 kg |
| GST Status | |
| Hi-Rail Details | 1067mm |
| Location Wamuran, QLD |
09/87 Ford L9000 6 x 4 Pressure Grout Body Overview
Pressure Injection process utilises a cementitious slurry and uniquely efficient machinery to inject such slurries under pressure to stabilise soils.
This is the ideal method of treatment of soils at depths greater than 0.5 up to 10 metres to:
- Provide strength to structurally weak soils
- Reduce shrink and swell of moisture sensitive clays and silts
- Displace trapped water
- Fillvoids,dessication cracks,seams of coarse sand sand gravels and areas of low compaction
- Create a random network of seams of slurry to prevent penetration of and movement of moisture in the sub-grade which would otherwise result in wetting of the sub-grade and associated loss of strength and
This form of stabilising is complementary to conventional lime and cement stabilisation of pavements which generally occurs in the top 500mm horizon.A major advantage is that soils can be treated at depths up to ten metres without having to
excavate and rework.
