Methods and system for subsurface stabilization using jet grouting

• US 5,980,446 A
• Filed: 08/12/1997
• Issued: 11/09/1999
• Est. Priority Date: 08/12/1997
• Status: Expired due to Fees

• Current Assignee: Battelle Energy Alliance LLC (Battelle Memorial Institute)
• Original Assignee: Lockheed Martin Postal Technologies Inc (Opex Corporation)
• Inventors: Weidner, Jerry R., Farnsworth, Richard K., Gardner, Bradley M., Jessmore, James J., Loomis, Guy G.
• Primary Examiner(s): Taylor, Dennis L.
• Application Number:
  US08/910,098
• Time in Patent Office: 819 Days
• Field of Search: 405/269, 405/267, 405/128, 405/131, 405/240-243, 588/253, 588/250, 588/252
• US Class Current: 588/250
• CPC Class Codes: B09B 1/00 Dumping solid waste
• CPC Class Codes: B09C 1/08 chemically
• CPC Class Codes: E02D 3/12 Consolidating by placing solidifying or pore-filling substances in the soil making piles E02D5/46; soil-conditioning or soil-stabilising materials C09K17/00; consolidation of ground around boreholes or wells E21B43/025

Abstract

Methods and systems are provided for stabilizing a subsurface area such as a buried waste pit for either long term storage, or interim storage and retrieval. A plurality of holes are drilled into the subsurface area with a high pressure drilling system provided with a drill stem having jet grouting nozzles. A grouting material is injected at high pressure through the jet grouting nozzles into a formed hole while the drill stem is withdrawn from the hole at a predetermined rate of rotation and translation. A grout-filled column is thereby formed with minimal grout returns, which when overlapped with other adjacent grout-filled columns encapsulates and binds the entire waste pit area to form a subsurface agglomeration or monolith of grout, soil, and waste. The formed monolith stabilizes the buried waste site against subsidence while simultaneously providing a barrier against contaminate migration. The stabilized monolith can be left permanently in place or can be retrieved if desired by using appropriate excavation equipment. The jet grouting technique can also be utilized in a pretreatment approach prior to in situ vitrification of a buried waste site. The waste encapsulation methods and systems are applicable to buried waste materials such as mixed waste, hazardous waste, or radioactive waste.

Claims

1. A system for stabilizing or pretreating a subsurface area with minimal grout returns, comprising:

(a) a mobile drilling apparatus including a hollow drill stem with a jet grouting nozzle at the distal end thereof;

(b) means for dispensing a grout material at high pressure into the hollow drill stem;

(c) means for withdrawing the drill stem at a predetermined rate of translation and rotation from a borehole formed in the subsurface area while injecting the grout material; and

(d) a thrust block structured to support the mobile drilling apparatus and having a plurality of holes therethrough which are sized to receive the drill stem.

2. The system of claim 1, wherein the drill stem comprises:

an outer pipe having a drill bit attached to a distal end thereof;

an inner pipe disposed within the outer pipe, the inner pipe including a plurality of nozzles at a distal end thereof; and

means for rotating and withdrawing the inner pipe in a precessed manner from the outer pipe.

3. The system of claim 1, wherein the drill stem includes a dual concentric annulus drill nozzle for injection of a two-part polymer grout material.

4. The system of claim 3, wherein the dispensing means comprises a pair of high pressure pumps for pumping separate parts of the two-part polymer grout material into the dual concentric annulus drill nozzle.

5. The system of claim 1, wherein the thrust block includes a plurality of spacer blocks thereunder.

6. The system of claim 1, wherein the thrust block includes a wiper assembly disposed within at least one of the holes therein.

7. The system of claim 1, wherein the thrust block is formed from a plurality of modular structures.

8. The system of claim 1, wherein the holes in the thrust block are formed in a triangular matrix pattern.

9. The system of claim 1, wherein the drilling apparatus includes a boot placed around the drill stem above the thrust block.

10. The system of claim 1, further comprising a catch cup inserted into at least one of the plurality of holes in the thrust block.

11. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the drill stem comprises an outer pipe including a drill bit at a distal end thereof and an inner pipe disposed within the outer pipe and having a plurality of nozzles at the distal end thereof.

12. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the drill stem comprises an outer pipe including a drill bit at a distal end thereof and an inner pipe disposed within the outer pipe and having a plurality of nozzles at the distal end thereof, wherein the grout material is at a sufficiently high pressure to break through the outer pipe.

13. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

overlapping grout-filled columns in the subsurface area.

14. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

overlapping grout-filled columns in the subsurface area, wherein the subsurface area includes buried waste material.

15. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

overlapping grout-filled columns in the subsurface area, wherein the subsurface area includes buried waste material, wherein the buried waste material includes mixed waste, hazardous waste, radioactive waste, or combinations thereof.

16. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

overlapping grout-filled columns in the subsurface area, wherein the subsurface area includes buried waste material, wherein the buried waste material includes mixed waste, hazardous waste, radioactive waste, or combinations thereof, wherein the radioactive waste includes transuranic elements.

17. A system for stabilizing or pretreating a subsurface area according to claim 1, comprising:

a stabilized monolith that forms a subsurface wall surrounding a hot spot in the subsurface area.

18. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the grout material is selected from the group consisting of portland cement, type-H portland cement, concrete, and mixtures thereof.

19. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the grout material is an analog of natural cement.

20. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the grout material is an analog of natural cement, wherein the analog of natural cement is selected from the group consisting of iron oxides, iron oxyhydroxides, and mixtures thereof.

21. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the grout material is an analog of natural cement, wherein the analog of natural cement is selected from the group consisting of hematite, goethite, magnetite, and mixtures thereof.

22. A system for stabilizing or pretreating a subsurface area according to claim 1, the grout material further comprising:

an expansive demolition grout disposed in preset holes in grout-filled columns.

23. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the grout material is selected from the group consisting of paraffin, ethylene epoxy, lignosulfate epoxy, two-component epoxy materials, acrylic resins, polyacrylamide, and mixtures thereof.

24. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

a buried waste site; and

a weather shield at the buried waste site.

29. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

overlapping grout-filled columns that form a monolith in the subsurface area.

30. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

overlapping grout-filled columns thereby forming a monolith in the subsurface area; and

at least one pair of electrodes inserted into soil adjacent to the monolith at spaced positions from one another.

31. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the monolith is a vitrified solid mass.

32. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the grout material is a permeable grout selected from the group consisting of air entrained grouts, materials with high nucleation rates, and granular non-setting materials with or without low molecular weight carrier fluids.

33. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

grout-filled columns, thereby forming a monolith in the subsurface area; and

at least one vent structure placed into the monolith.

34. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

grout-filled columns, thereby forming a monolith in the subsurface area; and

at least one vent structure placed into the monolith, wherein the vent structure is made of graphite.

35. A system for stabilizing or pretreating a subsurface area according to claim 1, wherein the monolith is a vitrified solid mass, further comprising:

demolition grout added to the vitrified solid mass.

36. A system for stabilizing or pretreating a subsurface area according to claim 1, further comprising:

grout-filled columns, thereby forming a monolith in the subsurface area; and

at least one pair of electrodes inserted into soil adjacent to the monolith at spaced positions one from another, wherein the electrodes are made of graphite.

25. A system for stabilizing or pretreating a subsurface area with minimal grout returns, comprising:

a thrust block placed over a predetermined location at a buried waste site, the thrust block having a plurality of holes therethrough;

a jet grouting drilling system including a mobile drilling apparatus and a source of grout material, the drilling apparatus including a hollow drill stem with a jet nozzle at a distal end thereof, wherein the drill stem is inserted through a hole in the thrust block;

a subsurface area containing waste material with a bore hole through the subsurface area; and

grout material in the bore hole in the form of a grout-filled column.

26. A system for stabilizing or pretreating a subsurface area according to claim 25, further comprising:

overlapping grout-filled columns forming a stabilized monolith in the subsurface area.

27. A system for stabilizing or pretreating a subsurface area according to claim 25, further comprising a donut device placed around the drill stem adjacent to the nozzle.

28. A system for stabilizing or pretreating a subsurface area according to claim 25, further comprising a hose attached to the drill stem.