Drainable base course for a landfill and method of forming the same

• US 7,309,188 B2
• Filed: 09/01/2004
• Issued: 12/18/2007
• Est. Priority Date: 02/10/2000
• Status: Expired due to Fees

• Current Assignee: Advanced Geotech Systems
• Original Assignee: Advanced Geotech Systems LLC (Advanced Geotech Systems)
• Inventors: Ianniello, Peter J., Zhao, Aigen, Shaffer, Gary L.
• Primary Examiner(s): Mayo, Tara L.
• Application Number:
  US10/931,294
• Publication Number:
  US 20050158123A1
• Time in Patent Office: 1,203 Days
• Field of Search: 405/36, 405/43, 405/45, 405/46, 405/50, 405/52, 405/270, 405/302.7, 405/129.95, 404/2, 404/3, 404/4, 404 27- 31, 210/170, 210/747, 210/170.01, 428/86, 442/383, 442/388, 442/36, 442/57
• US Class Current: 405/129.95
• CPC Class Codes: E01C 3/00 Foundations for pavings specially adapted for playgrounds or sports grounds E01C13/02; foundations in general E02D
• CPC Class Codes: E01C 3/06 Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration heating devices E01C11/26; draining the subbase of roads E01F5/00
• CPC Class Codes: E01F 5/00 Draining the sub-base , i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted meansdrainage of the ballastway of railways E01B11/00; surface drainage of roads E01C11/224; drainage of soil E02B11/00; underground drainage E02D; conduits for sewerage E03F
• CPC Class Codes: E02B 11/00 Drainage of soil, e.g. for agricultural purposes draining sports grounds E01C13/083; for consolidating foundation soil, e.g. sand drain piles E02D3/10
• CPC Class Codes: E02D 2300/0085 Geotextiles
• CPC Class Codes: E02D 2450/108 multi-layered
• CPC Class Codes: E02D 31/02 against ground humidity or ground water E02D31/06 takes precedence; arrangements other than according to E02D31/04; against hydraulic pressure of groundwater E02D31/10
• CPC Class Codes: E02D 31/10 against soil pressure or hydraulic pressure anchored foundations E02D27/50; joint sealings for use under hydraulic pressure E02D31/04
• CPC Class Codes: E02D 31/14 against frost heaves in soil

Abstract

Numerous embodiments of one or more layers of void-maintaining synthetic drainable base courses (“VMSDBC'"'"'s”) are provided as incorporated into landfills and other waste containment facilities.

Claims

1. A synthetic drainable base course composite element suitable for providing drainage when positioned within a landfill, said base course element comprising

a void-maintaining geocomposite, said geocomposite including

a) a geocomposite core element having a plurality of ribs constructed and arranged to form a plurality of interconnected voids, said core element having an upper surface and a lower surface, a no-load thickness and a thickness under load, wherein said thicknesses are measured substantially perpendicular to said surfaces, and

b) at least one fluid-transmissible layer attached adjacent said upper surface,

wherein said layers and said core element are constructed and arranged so that, under a load of at least 1,000 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 19 gallons/minute/foot at a slope gradient of 33% and at least 33 gallons/minute at a slope gradient of 10%, and

wherein said geocomposite is constructed and arranged so that said transmissivity is maintained within said landfill when, fill comprising one or more layers, sections or quantities of waste or refuse materials, or waste or materials to be processed at least partially within said landfill, is disposed above said geocomposite,

wherein at least a portion of said synthetic drainable base course is sloped downwardly in a gradient from a first portion to a second portion of said landfill.

62. The synthetic drainable base course of claim 1, wherein said geocomposite core comprises at least one margin constructed and arranged to transmit fluids from said base course away from said landfill.

63. The synthetic drainable base course of claim 62, wherein said at least one margin is constructed and arranged to connect with one or more selected from the group consisting of perforated pipes, non-perforated pipes, drainage ditches, sumps, canals, re-circulating manifolds, drainage manifolds and facilities for further processing of said fluid.

2. A drainable landfill comprising

I. a base layer formed at least partially of one or more of native soil components and non-native soil components,

II. a synthetic drainable base course element disposed above said base layer, said drainable base course element comprising

A) a void-maintaining geocomposite, said geocomposite including

i) a geocomposite core element having a plurality of ribs constructed and arranged to form a plurality of interconnected voids, said core element having an upper surface and a lower surface, a no-load thickness and a thickness under load, wherein said thicknesses are measured substantially perpendicular to said surfaces, and

ii) at least one fluid-transmissible layer attached adjacent said upper surface,

wherein said layers and said core element are constructed and arranged so that, under a load of at least 500 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 19 gallons/minute/foot at a slope gradient of 33% and at least 33 gallons/minute at a slope gradient of 10%, and

III. above said synthetic drainable base course, fill suitable to be drained, said fill comprising one or more layers, sections or quantities of refuse materials, or materials to be processed at least partially within said landfill,

wherein at least a portion of said synthetic drainable base course is sloped downwardly in a gradient from a first portion to a second portion of said landfill.

3. The drainable landfill of claim 2, wherein said layers and said core element are constructed and arranged so that, under a load of at least 1,000 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 19 gallons/minute/foot at a slope gradient of 33% and at least 33 gallons/minute at a slope gradient of 10%.

4. The drainable landfill of claim 2, wherein said layers and said core element are constructed and arranged so that, under a load of at least 15,000 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 8.5 gallons/minute/foot at a slope gradient of 10%.

5. The drainable landfill of claim 2, wherein said layers and said core element are constructed and arranged so that, under a load of at least 25,000 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 3.5 gallons/minute/foot at a slope gradient of 10%.

6. The drainable landfill of claim 2, wherein said core element comprises ribs constructed and arranged in a bi-planar configuration.

7. The drainable landfill of claim 2, wherein said core element comprises ribs constructed and arranged in a tri-planar configuration.

8. The drainable landfill of claim 2, wherein said core element comprises ribs constructed and arranged in a uniplanar configuration.

9. The drainable landfill of claim 2, wherein said non-native soil components are one or more selected from the group consisting of refuse from highway excavations, refuse from building foundation excavations, mining refuse, manufacturing refuse, geologic refuse, gypsum refuse, quarry refuse, refuse from road-building activities, and refuse from dredging operations.

10. The drainable landfill of claim 2, wherein said base layer of said drainable structure comprises at least one slope.

11. The drainable landfill of claim 2, wherein said base layer of said drainable landfill comprises a plurality of sloping surfaces.

12. The drainable landfill of claim 2, wherein said plurality of surfaces form at least one container.

13. The drainable landfill of claim 2, wherein said landfill comprises a plurality of containers.

14. The drainable landfill of claim 13, wherein said plurality of containers are constructed and arranged such that at least portions of one container can drain via gravitational means into one or more of other containers of said plurality of containers.

15. The drainable landfill of claim 2, wherein said drainage element further comprises

iii) at least one frictional layer attached adjacent said lower surface of said geocomposite.

16. The drainable landfill of claim 2, wherein said drainage element further comprises

iii) at least one cushion layer adjacent said lower surface of said geocomposite.

17. The drainable landfill of claim 2, wherein said landfill is layered.

18. The synthetic drainable base course (SDBC) of claim 2, wherein said ribs of said core are provided in a first set and a second set, and

a) said ribs of said first set are disposed substantially parallel to one another and substantially in a first plane, and

b) said ribs of said second set being disposed substantially parallel to one another and substantially in a second plane,

and wherein said first and second planes are disposed adjacent one another.

19. The synthetic drainable base course of claim 18, wherein further ribs are provided in at least a third set wherein said ribs of said third set are disposed substantially parallel to one another and said third set of ribs is disposed in a third plane adjacent and non-parallel to the ribs of said first or second sets.

20. The synthetic drainable base course of claim 18, wherein the cross-section of any one of said ribs approximates one or more shapes from the group consisting of a square, a rectangle, an oval, a star shape, a crenulation, and a trapezoid.

21. The synthetic drainable base course of claim 20, wherein at least one of said ribs has the cross-section of a square and said square has a width and a height approximately equal to one another, and said width and said height have dimensions of from 1.0 mm to 10.0 mm.

22. The synthetic drainable base course of claim 20, wherein at least one of said ribs has the cross-section of a rectangle and said rectangle has a width and a height, and said width has dimensions of from 2.0 mm to 15.0 mm and said height has dimensions of from 1.0 mm to 10.0 mm.

23. The synthetic drainable base course of claim 20, wherein at least one of said ribs has the cross-section of a trapezoid and said trapezoid has a major width, a minor width and a height, and said major width has dimensions of from 2.0 mm to 15.0 mm, said minor width has dimensions of from 1.0 mm to 10.0 mm and said height has dimensions of from 1.0 mm to 10.0 mm.

24. The synthetic drainable base course of claim 2, wherein at least some of said ribs comprise crenulations and said crenulations are disposed longitudinally along the surfaces of said ribs.

25. The synthetic drainable base course of claim 2, wherein all of said ribs are crenulated and said crenulations are disposed longitudinally along the surfaces of said ribs.

26. The synthetic drainable base course of claim 2, wherein under a normal load of 1,200 kPa for at least 10,000 hours at 20 degrees Celsius, said thickness under load is at least 65% of said no-load thickness.

27. The synthetic drainable base course of claim 2, wherein under a normal load of 720 kPa for at least 5,000 hours at 40 degrees Celsius, said thickness under load is at least 65% of said no-load thickness.

28. The synthetic drainable base course of claim 2, wherein under a normal load of 1,200 kPa for at least 10,000 hours at 20 degrees Celsius, said thickness under load is at least 60% of said no-load thickness.

29. The synthetic drainable base course of claim 2, wherein under a normal load of 720 kPa for at least 5,000 hours at 40 degrees Celsius, said thickness under load is at least 60% of said no-load thickness.

30. The synthetic drainable base course of claim 2, wherein under a normal load of 1,200 kPa for at least 10,000 hours at 20 degrees Celsius, said thickness under load is at least 50% of said no-load thickness.

31. The synthetic drainable base course of claim 2, wherein under a normal load of 720 kPa for at least 5,000 hours at 40 degrees Celsius, said thickness under load is at least 50% of said no-load thickness.

32. The synthetic drainable base course of claim 2, wherein under a normal load of 720 kPa and a shear load of 240 kPa for at least 5,000 hours at 40 degrees Celsius, said thickness under load is at least 50% of said no-load thickness.

33. The synthetic drainable base course of claim 2, wherein under a normal load of 720 kPa and a shear load of 240 kPa for at least 5,000 hours at 40 degrees Celsius, said thickness under load is at least 45% of said no-load thickness.

34. The synthetic drainable base course of claim 2, wherein under a normal load of 720 kPa and a shear load of 240 kPa for at least 5,000 hours at 40 degrees Celsius, said thickness under load is at least 40% of said no-load thickness.

35. The synthetic drainable base course of claim 2, wherein said no-load thickness is in the range of from 0.20 inches to 1.00 inches.

36. The synthetic drainable base course of claim 2, wherein said no-load thickness is in the range of from 0.20 inches to 0.75 inches.

37. The synthetic drainable base course of claim 2, wherein said no-load thickness is in the range of from 0.25 inches to 0.35 inches.

38. The synthetic drainable base course of claim 2, wherein said core element is a machine manufactured network of fibers or filaments and has a tensile strength of at least 400 lbs per foot in the machine direction.

39. The synthetic drainable base course of claim 2, wherein said core element is a machine manufactured network of fibers or filaments and has a tensile strength of at least 500 lbs per foot in the machine direction.

40. The synthetic drainable base course of claim 2, wherein said gradient is at least 1% in a direction away from said portion of said landfill.

41. The synthetic drainable base course of claim 2, wherein said portion of said landfill is the centerline.

42. The synthetic drainable base course of claim 2, wherein under a load of 720 kPa for at least 100 hours, said voids maintain an average width of at least 2.0 mm and an average height of at least 10.0 mm.

43. The synthetic drainable base course of claim 2, wherein under a load of 720 kPa for at least 100 hours, said voids maintain an average width of from 2.0 mm to 10.0 mm.

44. The synthetic drainable base course of claim 2, wherein under a load of 720 kPa for at least 100 hours, said voids maintain an average width of from 3.0 mm to 8.0 mm.

45. The synthetic drainable base course of claim 2, wherein under a load of 1,200 kPa for at least 100 hours, said voids maintain an average width of from 2.0 mm to 10.0 mm.

46. The synthetic drainable base course of claim 2, wherein under a load of 1,200 kPa for at least 100 hours, said voids maintain an average width of from 3.0 mm to 8.0 mm.

47. The synthetic drainable base course of claim 2, wherein under a load of 1,200 kPa for at least 100 hours, said voids maintain an average height of from 2.0 mm to 10.0 mm.

48. The synthetic drainable base course of claim 2, wherein under a load of 1,200 kPa for at least 100 hours, said voids maintain an average height of from 3.0 mm to 8.0 mm.

49. The synthetic drainable base course of claim 2, wherein under a load of 720 kPa for at least 100 hours, said voids maintain an average width of at least 3.0 mm and an average height of at least 10.0 mm.

50. The synthetic drainable base course of claim 2, wherein under a load of 1,200 kPa for at least 100 hours, said voids maintain an average width of at least 2.0 mm and an average height of at least 8.0 mm.

51. The synthetic drainable base course of claim 2, wherein under a load of 720 kPa for at least 100 hours, said voids maintain an average width of at least 6.0 mm and an average height of at least 8.0 mm.

52. The synthetic drainable base course of claim 2, wherein under a load of 1,200 kPa for at least 1,000 hours, said voids maintain an average width of at least 2.0 mm and an average height of at least 8.0 mm.

53. The synthetic drainable base course of claim 2, wherein under a load of 720 kPa for at least 1,000 hours, said voids maintain an average width of at least 6.0 mm and an average height of at least 8.0 mm.

54. The synthetic drainable base course of claim 2, wherein said ribs are constructed and arranged to form preferential flow paths and non-preferential flow paths in a sloped portion of said landfill.

55. The synthetic drainable base course of claim 54, wherein said preferential flow paths and said non-preferential flow paths are not parallel to one another and are formed by said ribs.

56. The synthetic drainable base course of claim 54, disposed in a landfill such that said preferential flow paths are substantially perpendicular to said portion of said landfill.

57. The synthetic drainable base course of claim 54, disposed in a landfill such that said preferential flow paths are substantially parallel to said portion of said landfill.

58. The synthetic drainable base course of claim 54, wherein at least 35% of the volume of fluid moving through said SDBC does so by way of said preferential flow paths.

59. The synthetic drainable base course of claim 54, wherein at least 50% of the volume of fluid moving through said SDBC does so by way of said preferential flow paths.

60. The synthetic drainable base course of claim 54, wherein at least 65% of the volume of fluid moving through said SDBC does so by way of said preferential flow paths.

61. The synthetic drainable base course of claim 54, wherein said portion of said landfill is the centerline or axis of at least one of said first and second portions of said landfill.

64. A method of forming drainable landfill, comprising the steps of

I. providing a base layer formed at least partially of one or more of native soil components and non-native soil components,

II. providing a synthetic drainable base course element disposed above said base layer, said drainage element comprising

A) a void-maintaining geocomposite, said geocomposite including

i) a geocomposite core element having a plurality of ribs constructed and arranged to form a plurality of interconnected voids, said core element having an upper surface and a lower surface, a no-load thickness and a thickness under load, wherein said thicknesses are measured substantially perpendicular to said surfaces, and

ii) at least one fluid-transmissible layer attached adjacent said upper surface,

wherein said layers and said core element are constructed and arranged so that, under a load of at least 500 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 19 gallons/minute/foot at a slope gradient of 33% and at least 33 gallons/minute at a slope gradient of 10%, and

III. providing above said synthetic drainable base course, fill suitable to be drained, said fill comprising one or more layers, sections or quantities of refuse materials, or materials to be processed at least partially within said landfill,

wherein at least a portion of said synthetic drainable base course is sloped downwardly in a gradient from a first portion to a second portion of said landfill.

65. The method of claim 64, wherein said non-native soil components are one or more selected from the group consisting of refuse from highway excavations, refuse from building foundation excavations, mining refuse, manufacturing refuse, geologic refuse, gypsum refuse, quarry refuse, refuse from road-building activities, and refuse from dredging operations.

66. The method of claim 64, wherein said base layer of said drainable structure comprises at least one slope.

67. The method of claim 64, wherein said drainage element of said drainable landfill further comprises

iii) at least one frictional layer attached adjacent said lower surface of said geocomposite.

68. The method of claim 64, wherein said drainage element of said drainable landfill further comprises

iii) at least one cushion layer adjacent said lower surface of said geocomposite.

69. The method of claim 64, wherein said landfill is layered.

70. The method of claim 64, wherein said ribs of said core are provided in a first set and a second set, and

a) said ribs of said first set are disposed substantially parallel to one another and substantially in a first plane, and

b) said ribs of said second set being disposed substantially parallel to one another and substantially in a second plane,

and wherein said first and second planes are disposed adjacent one another.

71. The method of claim 64, wherein further ribs are provided in at least a third set wherein said ribs of said third set are disposed substantially parallel to one another and said third set of ribs is disposed in a third plane adjacent and non-parallel to the ribs of said first or second sets.

72. The method of claim 64, wherein the cross-section of any one of said ribs approximates one or more shapes from the group consisting of squares, rectangles, ovals, star shapes, crenulations, and trapezoids.

73. The method of claim 64, wherein said layers and said core element are constructed and arranged so that, under a load of at least 1,000 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 19 gallons/minute/foot at a slope gradient of 33% and at least 33 gallons/minute at a slope gradient of 10%.

74. The method of claim 64, wherein said layers and said core element are constructed and arranged so that, under a load of at least 15,000 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 8.5 gallons/minute/foot at a slope gradient of 10%.

75. The method of claim 64, wherein said layers and said core element are constructed and arranged so that, under a load of at least 25,000 lbs/foot² for a period of at least 100 hours, said geocomposite maintains voids of sufficient dimension that fluid from said landfill can move freely through portions of said drainage element at a transmissivity of at least 3.5 gallons/minute/foot at a slope gradient of 10%.