Method and system for mining hydrocarbon-containing materials

• US 6,929,330 B2
• Filed: 10/16/2002
• Issued: 08/16/2005
• Est. Priority Date: 03/13/2000
• Status: Expired due to Fees

• Current Assignee: Osum Oil Sands Corp. (Strathcona Resources Ltd.)
• Original Assignee: Oil Sands Underground Mining, Inc.
• Inventors: Watson, John David, Kobler, Michael Helmut, Drake, Ronald D.
• Primary Examiner(s): KRECK, JOHN J
• Application Number:
  US10/272,852
• Publication Number:
  US 20030038526A1
• Time in Patent Office: 1,035 Days
• Field of Search: 299/10, 299/11, 299/18, 299/8, 299/29, 299/55, 299/56, 299/59, 299/64, 405/138, 405/141, 405/142, 405/145, 405/146
• US Class Current: 299/8
• CPC Class Codes: E21B 7/002 Drilling with diversely driven shafts extending into the borehole ⁠ E21B7/001 takes precedence
• CPC Class Codes: E21C 41/24 for oil-bearing deposits
• CPC Class Codes: E21D 11/00 Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling E21D15/00 - E21D23/00 take precedence; specially for shafts E21D5/00; driving shields in combination with means for lining the tunnel E21D9/06; lining pressure water galleries, linings therefor E02B9/06
• CPC Class Codes: E21D 21/00 Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection ground anchors E02D5/80; anchorings for building constructions E04B1/41, E21D21/00; dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose F16B13/00 ; bolts with visible load G01L1/00
• CPC Class Codes: E21D 9/00 Tunnels or galleries, with or without linings; Methods or apparatus for making thereof E02D29/045, E02D29/063 take precedence; linings per se E21D11/00; Layout of tunnels or galleries
• CPC Class Codes: E21D 9/093 Control of the driving shield , e.g. of the hydraulic advancing cylinders arrangement of measuring or indicating devices for use during driving of tunnels E21D9/003
• CPC Class Codes: E21D 9/12 Devices for removing or hauling away excavated material or spoil; Working or loading platforms underground transport E21F13/00
• CPC Class Codes: E21D 9/14 Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings
• CPC Class Codes: E21F 15/00 Methods or devices for placing filling-up materials in underground workings dams E21F17/103 ; chocks made of flexible containers filled with backfilling material E21D15/483
• CPC Class Codes: E21F 7/00 Methods or devices for drawing- off gases with or without subsequent use of the gas for any purpose

Abstract

The present invention is directed, inter alia, to devices and methods for excavating valuable materials, particularly soft ores such as oil sands, oil shales, and the like, that use one or more of a number of features, including backfilling for ground support, a small trailing access tunnel, processing of the valuable material in the excavation with the tailings optionally being used as backfill and the valuable material being transported to the surface, a plurality of movable shields for ground support, and/or a movable tail shield to provide interim support to the backfill while additional liner sections are installed and/or formed.

Claims

1. An underground continuous mining method, comprising:

providing a mining machine in an underground excavation, the mining machine having at least first, second, and third movably engaged segments, wherein the second movably engaged segment is positioned between the first and third movably engaged segments and wherein the first segment is leading and the third segment is trailing the second segment;

displacing the second segment forward by simultaneously pushing against the third segment and pulling with the first segment to advance the mining machine in a direction of excavation;

positioning material excavated by the mining machine behind the mining machine to form a backfill material defining a trailing access tunnel; and

displacing the third segment forward by pushing against the backfill material.

2. The method of claim 1, further comprising after the displacing step:

pulling the third segment forward using the second segment, wherein a frictional resistance to displacement of the third segment is less than a frictional resistance to displacement of the first and second segments and wherein an area of a cross-section of the trailing access tunnel is no more than about 30% of an area of a cross-section of the underground excavation before backfilling.

3. The method of claim 1, further comprising:

forming, in the third segment, a liner for the tunnel formed by the machine, wherein the backfill material is positioned between the liner and an adjacent surface of the underground excavation.

4. The method of claim 3, wherein the liner includes material excavated by the mining machine.

5. The method of claim 3, wherein the liner includes hydrocarbons extracted from hydrocarbon-containing material excavated by the mining machine.

6. The method of claim 3, further comprising:

displacing the third segment forward by pushing against the liner.

7. The method of claim 1, further comprising:

changing direction of the mining machine by extending or retracting a first hydraulic cylinder located between the first and second segments a greater distance that a second hydraulic cylinder located between the first and second segments.

8. The method of claim 1, wherein the first segment is displaced by contacting the excavation surface with a plurality of soft-ground grippers.

9. The method of claim 1, wherein the first segment is displaced forward by a combination of soft-ground grippers and pushing off a backfill.

10. The method of claim 1, wherein, during the step of displacing the second segment forward, the first and third segments are at least substantially stationary.

11. The method of claim 1, further comprising:

displacing the first segment forward by pushing against the second and third segments, wherein the second and third segments remain substantially stationary when the first segment is displaced forward.

12. The method of claim 11, further comprising:

displacing the third segment forward by pulling with the first and second segments, wherein the first and second segments remain substantially stationary when the third segment is displaced forward.

13. A tunneling machine, comprising:

one or more excavation heads;

a segmented body including at least first, second, and third interconnected segments, each of the interconnected segments being movable relative to an adjacent segment, wherein the second segment is positioned between the first and third segments, and wherein the second segment is displaced forward in the direction of the first segment by the first and third segments simultaneously pulling and pushing, respectively, the second segment forward;

a backfilling assembly operable to locate material excavated by the one or more excavation heads behind the third interconnected segment to form a backfill material defining a trailing access tunnel; and

a compacting assembly operable to displace the third segment forward by pushing off of and compacting the backfill material, wherein an area of a cross-section of the trailing access tunnel is no more than about 30% of an area of a cross-section of excavation before backfilling.

14. The tunneling machine of claim 13, wherein each of the adjacent first, second, and third segments are interconnected by one or more hydraulic cylinders.

15. The tunneling machine of claim 13, further comprising:

a hydrocarbon extraction unit for extracting hydrocarbons from excavated material.

16. The tunneling machine of claim 13, further comprising:

a plurality of grippers for displacing the machine and for providing cutter head thrust.

17. The tunneling machine of claim 15, wherein the hydrocarbon extraction unit includes a heat exchanger for absorbing heat from a heat source in the tunneling machine and transferring the absorbed heat to the extracted material.

18. The tunneling machine of claim 15, further comprising:

a sensing device for sensing at least one of the presence of hydrocarbons or content of hydrocarbons in the excavated material.

19. The tunneling machine of claim 18, wherein the sensing device uses at least one of induction, resistivity, acoustics, density, radiation, and neutron and nuclear magnetic resonance to sense the presence of hydrocarbons or content of hydrocarbons.

20. The tunneling machine of claim 13, wherein the segmented body is capable of temporarily supporting overburden in situ material.

21. The tunneling machine of claim 13, wherein the segmented body includes means for erecting tunnel lining sections, wherein the backfill material is positioned between the tunnel lining sections and an adjacent surface of an underground excavation in which the tunneling machine is positioned.

22. The tunneling machine of claim 13, wherein the one or more excavation heads is an array of triangular cutter heads with slightly convex sides and offset planetary gear drives that can form an approximately rectangular excavation opening.

23. The tunneling machine of claim 13, wherein the backfill material is consolidated.

24. The tunneling machine of claim 13, wherein at least some of the interconnected segments are telescopically received by an adjacent segment.

25. The tunneling machine of claim 13, wherein the interconnected first, second, and third segments can move by moving one segment at a time, overcoming a frictional resistance to movement of the segment by pushing against a combined frictional resistance of other nonmoving segments.

26. The tunneling machine of claim 13, wherein hydraulic cylinders attached to a rear segment compact the backfill material located behind the machine.

27. The tunneling machine of claim 13, wherein each of the first, second, and third segments has one or more soft ground grippers for propulsion and steering.

28. The tunneling machine of claim 13, wherein the first segment is displaced forward by pushing against the second and third segments, wherein the second and third segments remain substantially stationary when the first segment is displaced forward.

29. The tunneling machine of claim 13, wherein the third segment is displaced forward by pulling with the first and second segments, wherein the first and second segments remain substantially stationary when the first segment is displaced forward.

30. The tunneling machine of claim 13, wherein the first and third segments are at least substantially stationary when the second segment is displaced forward.

31. The tunneling machine of claim 13, wherein the third segment is displaced forward by pulling with the first and second segments, wherein the first and second segments remain substantially stationary when the third segment is displaced forward.

32. The tunneling machine of claim 13, wherein the first and third segments are at least substantially stationary when the second segment is displaced forward.

33. An underground excavation machine, comprising:

a movable body member;

at least one excavation device for excavating material, wherein the movable body member includes at least first, second, and third adjacent, movable, and interconnected body segments, wherein the second segment is displaced by pulling with the first segment and pushing with the third segment;

a backfilling assembly operable to locate material excavated by the at least one excavation device behind the third interconnected segment to form a backfill material defining a trailing access tunnel; and

a compacting assembly operable to displace the third segment forward by pushing off of and compacting the backfill material, wherein an area of a cross-section of the trailing access tunnel is no more than about 30% of an area of a cross-section of excavation before backfilling.

34. The underground excavation machine of claim 33, wherein said first and second movable shields are moved simultaneously in an excavation direction in response to the advance of an excavation face.

35. The underground excavation machine of claim 33, wherein the first shield is located around at least a portion of a periphery of the second shield.

36. The underground excavation machine of claim 33, wherein the first segment is displaced forward by pushing against the second and third segments, wherein the second and third segments remain substantially stationary when the first segment is displaced forward.

37. An underground continuous mining method, comprising:

providing a tunneling machine that has at least three movably engaged segments;

displacing a leading segment forward by pushing against the trailing segments to advance the tunneling machine in a direction of excavation;

forming, in a trailing segment, a liner for the tunnel formed by the machine, wherein the liner includes hydrocarbons extracted from hydrocarbon-containing material excavated by the tunneling machine.

38. The method of claim 37, wherein the tunneling machine comprises at least first, second, and third movably engaged segments and further comprising:

displacing the second segment forward by simultaneously pushing against the third segment and pulling with the first segment.

39. The method of claim 38, wherein each of the first, second, and third segments contact an adjacent excavation surface and a frictional resistance to displacement of the second segment is less than a frictional resistance to displacement of the first and third segments.

40. The method of claim 38, wherein the first and third segments are at least substantially stationary during the displacing step.

41. An underground continuous mining method, comprising:

providing a tunneling machine that has at least three movably engaged segments; and

displacing a leading segment forward by pushing against the trailing segments to advance the tunneling machine in a direction of excavation, wherein the leading segment is displaced by a combination of soft-ground grippers and pushing off a backfill.

42. The method of claim 41, wherein the tunneling machine comprises at least first, second, and third movably engaged segments and further comprising:

displacing the second segment forward by simultaneously pushing against the third segment and pulling with the first segment.

43. The method of claim 42, wherein a frictional resistance to displacement of the second segment is less than a frictional resistance to displacement of the first and third segments.

44. The method of claim 42, wherein the first and third segments are at least substantially stationary during the displacing step.

45. The method of claim 42, further comprising:

displacing the first segment forward by pushing against the second and third segments, wherein the second and third segments remain substantially stationary when the first segment is displaced forward.

46. The method of claim 45, further comprising:

displacing the third segment forward by pulling with the first and second segments, wherein the first and second segments remain substantially stationary when the first segment is displaced forward.

47. A tunneling machine, comprising:

one or more excavation heads;

a segmented body including at least 3 interconnected segments, each of the interconnected segments being movable relative to an adjacent segment;

a hydrocarbon extraction unit for extracting hydrocarbons from excavated material; and

a sensing device for sensing at least one of the presence of hydrocarbons or content of hydrocarbons in the excavated material.

48. The tunneling machine of claim 47, wherein the sensing device uses at least one of induction, resistivity, acoustics, density, radiation, and neutron and nuclear magnetic resonance to sense the presence of hydrocarbons or content of hydrocarbons.

49. A tunneling machine, comprising:

one or more excavation heads; and

a segmented body including at least 3 interconnected segments, each of the interconnected segments being movable relative to an adjacent segment, wherein the one or more excavation heads is an array of triangular cutter heads with slightly convex sides and offset planetary gear drives that can form an approximately rectangular excavation opening.

50. The tunneling machine of claim 49, wherein the at least 3 interconnected segments comprise first, second and third interconnected segments and wherein the second segment is positioned between the first and third segments and wherein the second segment is displaced forward in the direction of the first segment by the first and third segments simultaneously pulling and pushing, respectively, the second segment forward.

51. The tunneling machine of claim 49, wherein the first segment is displaced forward by pushing against the second and third segments, wherein the second and third segments remain substantially stationary when the first segment is displaced forward.

52. The tunneling machine of claim 49, wherein the third segment is displaced forward by pulling with the first and second segments, wherein the first and second segments remain substantially stationary when the third segment is displaced forward.

53. The tunneling machine of claim 49, wherein the first and third segments are at least substantially stationary when the second segment is displaced forward.

54. A method of excavating, comprising:

(a) displacing a first segment of a mining machine forward bypushing against trailing second and third segments of the mining machine;

(b) displacing the second segment of the mining machine forward by simultaneously pulling with the displaced first segment and pushing against the trailing third segment; and

(c) displacing the third segment of the mining machine forward by pulling with the displaced second segment and pushing off of a backfilled material positioned behind the mining machine, wherein the backfilled material comprises material excavated by the mining machine and defines a trailing access tunnel.

55. The method of claim 54, wherein, during displacing step (a), the second and third segments are at least substantially stationary and wherein an area of a cross-section of the trailing access tunnel is no more than about 30% of an area of a cross-section of excavation before backfilling.

56. The method of claim 54, wherein, during displacing step (b), the first and third segments are at least substantially stationary and wherein an area of a cross-section of the trailing access tunnel is no more than about 30% of an area of a cross-section of excavation before backfilling.

57. The method of claim 54, wherein, during displacing step (c), the first and second segments are at least substantially stationary and wherein an area of a cross-section of the trailing access tunnel is no more than about 30% of an area of a cross-section of excavation before backfilling.

58. The method of claim 54, wherein each of the first, second, and third segments contact an adjacent excavation surface during steps (a)-(c) and wherein, in displacing step (a), a frictional resistance to displacement of the second and third segments exceeds a frictional resistance to displacement of the first segment.

59. The method of claim 54, wherein each of the first, second, and third segments contact an adjacent excavation surface during steps (a)-(c) and wherein, in displacing step (b), a frictional resistance to displacement of the first and third segments exceeds a frictional resistance to displacement of the second segment.

60. The method of claim 54, wherein each of the first, second, and third segments contact an adjacent excavation surface during steps (a)-(c) and wherein, in displacing step (c), a frictional resistance to displacement of the first and second segments exceeds a frictional resistance to displacement of the third segment.

61. The method of claim 54, further comprising:

forming, in the third segment, a liner for the tunnel formed by the segmented mining machine, wherein the backfilled material is positioned between the liner and an adjacent surface of an excavation in which the mining machine is positioned.

62. The method of claim 61, wherein the liner includes material excavated by the mining machine.

63. The method of claim 54, wherein each of steps (a), (b) and (c) are performed at different times.

64. The method of claim 61, further comprising:

displacing the third segment forward by pushing against the liner.

65. A mining machine, comprising:

a segmented body comprising at least first, second, and third interconnected segments, wherein the second segment is located between the first and third segments;

at least one device for excavating in situ material, the at least one device being located in front of the first segment;

a first assembly positioned between the first and second interconnected segments for displacing one of the first and second segments relative to the other of the first and second segments;

a second assembly positioned between the second and third interconnected segments for displacing one of the second and third segments relative to the other of the second and third segments, wherein, when the second segment is displaced relative to the first and third segments, the first assembly pulls the second segment towards the first segment while the second assembly simultaneously pushes the second segment towards the first segment; and

a device for forming, in an excavation behind the mining machine, a trailing access tunnel, wherein an area of a cross-section of the trailing access tunnel is no more than about 30% of an area of a cross-section of the excavation.

66. The machine of claim 65, wherein the first and second assemblies are each a plurality of hydraulic cylinders and further comprising:

a device for displacing the third interconnected segment forward by pushing off of a consolidated and/or unconsolidated material positioned between the trailing access tunnel and an adjacent surface of the excavation.

67. The machine of claim 65, wherein, when the first segment is displaced forward relative to the second and third segments, the first assembly pushes the first segment away from the second segment.

68. The machine of claim 65, wherein, when the third segment is displaced forward towards the second segment, the second assembly pulls the third segment towards the second segment.

69. The machine of claim 68, wherein the first and second segments remain substantially stationary when the third segment is displaced forward.

70. The machine of claim 65, wherein the first and third segments are at least substantially stationary when the second segment is displaced relative to the first and third segments.

71. The machine of claim 67, wherein, when the first segment is displaced forward, the second and third segments remain substantially stationary.

72. The machine of claim 65, wherein each of the first, second, and third segments contact an adjacent excavation surface during displacement of the second segment and wherein a frictional resistance to displacement of the second segment is less than a cumulative frictional resistance to displacement of the first and third segments.

73. The machine of claim 65, wherein each of the first, second, and third segments contact an adjacent excavation surface during displacement of the first segment and wherein a frictional resistance to displacement of the first segment is less than a cumulative frictional resistance to displacement of the second and third segments.

74. The machine of claim 65, wherein each of the first, second, and third segments contact an adjacent excavation surface during displacement of the third segment and wherein a frictional resistance to displacement of the third segment is less than a cumulative frictional resistance to displacement of the first and second segments.

75. An underground continuous mining method, comprising:

providing a mining machine in an underground excavation, the mining machine having at least first, second, and third movably engaged segments, wherein the second movably engaged segment is positioned between the first and third movably engaged segments and wherein the first segment is leading and the third segment is trailing the second segment;

displacing the second segment forward by simultaneously pushing against the third segment and pulling with the first segment to advance the mining machine in a direction of excavation;

forming, in the third segment, a liner for the tunnel formed by the machine; and

displacing the third segment forward by pushing against the liner.

76. The method of claim 75, further comprising after the step of displacing the second segment forward:

pulling the third segment forward using the second segment, wherein a frictional resistance to displacement of the third segment is less than a frictional resistance to displacement of the first and second segments.

77. The method of claim 75, wherein the liner includes material excavated by the mining machine.

78. The method of claim 75, wherein the liner includes hydrocarbons extracted from hydrocarbon-containing material excavated by the mining machine.

79. The method of claim 75, further comprising:

changing direction of the mining machine by extending or retracting a first hydraulic cylinder located between the first and second segments a greater distance that a second hydraulic cylinder located between the first and second segments.

80. The method of claim 75, wherein the first segment is displaced by contacting the excavation surface with a plurality of soft-ground grippers.

81. The method of claim 75, wherein the first segment is displaced forward by a combination of soft-ground grippers and pushing off a backfill.

82. An underground continuous mining method, compnsing:

providing a mining machine in an underground excavation, the mining machine having at least first, second, and third movably engaged segments, wherein the second movably engaged segment is positioned between the first and third movably engaged segments and wherein the first segment is leading and the third segment is trailing the second segment; and

displacing the second segment forward by simultaneously pushing against the third segment and pulling with the first segment to advance the mining machine in a direction of excavation, wherein the first and third segments do not use soft ground grippers when the second segment is displaced forward.

83. The method of claim 82, further comprising:

positioning material excavated by the mining machine behind the mining machine to form a backfill material defining a trailing access tunnel; and

displacing the third segment forward by pushing against the backfill material and pulling with the second segment, wherein a frictional resistance to displacement of the third segment is less than a frictional resistance to displacement of the first and second segments and wherein an area of a cross-section of the trailing access tunnel is no more than about 30% of an area of a cross-section of the underground excavation before backfihling.

84. The method of claim 83, further comprising:

forming, in the third segment, a liner for the tunnel formed by the machine, wherein the backfill material is positioned between the liner and an adjacent surface of the underground excavation.

85. The method of claim 84, wherein the liner includes material excavated by the mining machine.

86. The method of claim 84, wherein the liner includes hydrocarbons extracted from hydrocarbon-containing material excavated by the mining machine.

87. The method of claim 84, further comprising:

displacing the third segment forward by pushing against the liner.