System and method for sub-grade stabilization of railroad bed

1. A system for repairing a rail bed underlying a railroad having rails and cross ties, the system comprising:

a rail mounted vehicle;

a drill mast assembly mounted on the vehicle, the drill mast assembly having a drill mast frame that supports first and second drill masts spaced from one another, and a pair of drills and corresponding drill heads mounted to said drill mast assembly between said drill masts;

a hydraulic lift secured to said drill mast assembly to raise and lower said drill mast assembly;

a power source for powering the drills to selectively penetrate the rail bed;

a pump;

a grout source wherein the pump operates to transfer the grout through a transfer line to the drill mast assembly; and

wherein the drill heads inject the grout into the rail bed.

2. The system, as claimed in claim 1 , further comprising: a cement silo for storing grout material; and a transfer line connected between the silo and pump enabling transfer of grout material from the silo to the pump.

3. The system, as claimed in claim 2 , further comprising: a rail trailer mounted on the rails and supporting the cement silo.

4. The system, as claimed in claim 3 , further comprising: an engine mounted on the rail trailer; and drive tracks mounted on the rail tracks and communicating with the engine to propel the trailer.

5. The system, as claimed in claim 1 , wherein: the vehicle has wheels enabling the vehicle to be driven off and driven onto the rails.

6. The system, as claimed in claim 5 , wherein: the vehicle has rail guides removably secured to the vehicle to maintain alignment of the wheels on the rail track.

7. The system, as claimed in claim 1 , wherein: the drill heads are selectively and controllably lowered to drill holes in the rail bed and are subsequently lifted to inject grout to form inclusions in the drilled holes.

8. The system, as claimed in claim 7 , wherein: the vehicle is operated to incrementally advanced to position the drills to emplace a plurality of inclusions that are spaced from one another along a length of the rail bed.

9. A method for stabilizing subgrade and subsoil ground layers of a railroad bed underlying a railroad having rails and cross ties, the method comprising:

providing a rail mounted vehicle, a drill mast mounted on the vehicle, the drill mast having a drill mast frame that supports first and second drill masts, the first and second drill masts supporting a pair of drills and corresponding drill heads;

determining a location on the railroad where the subgrade or subsoil have failed causing destabilization of the ballast upon which the rails and cross ties lie;

rotating the drill mast including the drill mast frame and first and second drill masts from a first stowed position to a second vertical operating position for drilling;

positioning the drills over the location to a first position;

drilling first holes by the drills into the subgrade and/or the subsoil;

withdrawing the drills and injecting a grout mix by the drill heads as the drills are withdrawn to form corresponding first inclusions in the first drilled holes;

moving the vehicle and repositioning the drills over the location to a second position spaced from the first position; drilling second holes by the drills; and

withdrawing the drills and injecting the grout mix by the drill heads as the drills are withdrawn to form corresponding second inclusions in the second drilled holes.

10. The method, as claimed in claim 9 , further comprising: injecting the grout mix in a ballast pocket to fill the ballast pocket forming ballast fill that communicates with at least one inclusion.

11. The method, as claimed in claim 9 , further comprising: varying a rate of injection of the grout mix through the drills to selectively form the inclusions considering a volume of the drilled holes.

12. The method, as claimed in claim 10 , further comprising: varying a rate of injection of the grout mix through the drills to selectively form the ballast fill considering a volume of the ballast pocket.

13. The method, as claimed in claim 9 , further comprising: determining a scope of the failed subgrade and/or subsoil; determining a number of inclusions required to repair the subgrade and/or subsoil; predetermining an array of inclusions to emplace considering the number of inclusions required; and sequentially emplacing the array of inclusions including a plurality of the inclusions that are spaced along a length of the railroad and spaced laterally from one another.

14. The method, as claimed in claim 13 , wherein: the array comprises a preselected number of rows of inclusions and a preselected lateral spacing of the inclusions in the rows.

15. The method, as claimed in claim 14 , wherein: the rows include at least two rows of inclusions extending along a length of the railroad.

16. The method, as claimed in claim 14 , wherein: the lateral spacing of the inclusions includes at least one of a pair of laterally aligned inclusions located on interior sides of corresponding rail tracks.

17. The method, as claimed in claim 14 , wherein: the lateral spacing of the inclusions includes at least one of a pair of laterally aligned inclusions located on exterior sides of corresponding rail tracks.

18. The method, as claimed in claim 14 , wherein: the lateral spacing of the inclusions includes at least three laterally aligned inclusions.

19. The method, as claimed in claim 9 , further comprising: selectively changing a lateral spacing of the drills on the drill mast to match a desired lateral spacing of inclusions to be formed.

20. The method, as claimed in claim 9 , wherein: the vehicle and drill mast remain mounted on the railroad during emplacement of the inclusions.

21. A system for repairing a rail bed underlying a railroad having rails and cross ties, the system comprising:

a rail mounted vehicle;

a drill mast assembly mounted on the vehicle, the drill mast assembly having a pair of drills and corresponding drill heads mounted to said drill mast assembly between said drill masts;

a hydraulic lift secured to said drill mast assembly to raise and lower said drill mast assembly;

a power source for powering the drills to selectively penetrate the rail bed;

a pump;

a grout source wherein the pump operates to transfer the grout through a transfer line to the drill mast assembly; and

wherein the drill heads inject the grout into the rail bed.

22. A method for stabilizing subgrade and subsoil ground layers of a railroad bed underlying a railroad having rails and cross ties, the method comprising:

providing a rail mounted vehicle, a drill mast mounted on the vehicle, the drill mast supporting a pair of drills and corresponding drill heads;

determining a location on the railroad where the subgrade or subsoil have failed causing destabilization of the ballast upon which the rails and cross ties lie;

rotating the drill mast including the pair of drills and drill heads, by use of a hydraulic lift secured to the drill mast, from a first stowed position to a second vertical operating position for drilling;

positioning the drills over the location to a first position;

drilling first holes by the drills into the subgrade and/or the subsoil;

withdrawing the drills and injecting a grout mix by the drill heads as the drills are withdrawn to form corresponding first inclusions in the first drilled holes;

moving the vehicle and repositioning the drills over the location to a second position spaced from the first position; drilling second holes by the drills; and

withdrawing the drills and injecting the grout mix by the drill heads as the drills are withdrawn to form corresponding second inclusions in the second drilled holes.