Method and apparatus for consolidating earth strata

• US 6,655,873 B2
• Filed: 10/01/2001
• Issued: 12/02/2003
• Est. Priority Date: 10/04/2000
• Status: Expired due to Fees

• Current Assignee: Boskalis Westminster Incorporated
• Original Assignee: Boskalis Westminster Incorporated
• Inventors: Bodegom, Dirk Albertus
• Primary Examiner(s): Pezzuto, Robert E.
• Application Number:
  US09/968,599
• Publication Number:
  US 20020122695A1
• Time in Patent Office: 792 Days
• Field of Search: 172/740, 373/17, 373/19, 373/21, 373/22, 373/23, 404/2, 404/3, 404/73-75, 404/81-107, 405/38, 405/50, 405/174, 405/176, 405/179
• US Class Current: 405/174
• CPC Class Codes: E02D 3/10 by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains E02D3/11 takes precedence; soil-penetrating vibrators with auxiliary watering E02D3/054; drainage of soil in general E02B11/00

Abstract

A method for consolidating an earth stratum situated in a subgrade by withdrawing water that is present in there from it. The method comprises the steps of placing from the surface of the soil and at some depth, vertical drainage strips in the earth stratum and placing horizontal drainage pipes in the upper area of the earth stratum. The vertical drainage strips and drainage pipe are connected for water transfer between them. An air sealing layer is positioned directly over the horizontal drainage pipes. The surface of the soil is closed. The horizontal drainage pipes can be connected to a pump for discharge of the collected water.

Claims

1. A method for consolidating an earth stratum situated in a subgrade by withdrawing water from the subgrade comprising the steps of:

a) making a trench;

b) placing a plurality of generally vertically positioned drains in the earth stratum and that extend below the trench;

c) connecting the generally vertically positioned drains drainage-strips with a generally horizontally extended drainage-means-drain to provide water transfer between them;

d) forming an air sealing layer directly over the generally horizontal drain to close the surface of the soil;

e) connecting the generally horizontal drain to a pump; and

f) discharging fluid from the generally horizontal drain drainage-means using the pump.

2. The method of claim 1, in which the trench is made from the ground surface, the trench having a bottom, and the generally vertical drains extend downwardly from the bottom of the trench.

3. The method of claim 2, in which the trench is formed with a plough supported by a mobile carriage device and a generally vertical drain is positioned during use with said devices and the horizontal drain each time being arranged after that until the next generally vertical drains has to be arranged.

4. The method of claim 3, in which simultaneously with the arrangement of the horizontal drain or immediately after that, the air sealing layer is being arranged by means of the device.

5. The method of claim 4, in which the air sealing layer is formed in step “

d”

arranged by removing soil material from the trench walls and placing it on the horizontal drain.

6. The method of claim 4, in which the air sealing layer is formed in step “

d”

by placing a sealing foil layer on the horizontal drain.

7. The method of claim 4, in which the air sealing layer is formed in step “

d”

by placing a sealing layer of plastic material on the horizontal drain.

8. The method of claim 7 wherein the plastic material is bentonite.

9. The method of claim 5 in which the air sealing layer is placed with the mobile carriage device.

10. The method of claim 1 in which the trench is finally closed off with soil material up to approximately the original surface.

11. The method of claim 1 in which the generally vertical drains are taken from a supply and after each strip has been placed, are separated by cutting through at a level above the trench bottom.

12. The method of claim 11, in which the cutting through takes place in the mobile carriage device.

13. The method of claim 1, performed on a subaqueous soil.

14. The method of claim 1 wherein the generally vertically positioned drains are a plurality of drainage strips.

15. The method of claim 1 wherein the generally vertically positioned drains are a plurality of drainage ribbons.

16. The method of claim 1, further comprising the step of removing soil material from the trench walls with the plough.

17. The method of claim 16 further comprising the step of removing soil material from the trench walls and pressing it downwardly using the plough.

18. A soil consolidation apparatus for consolidating a selected earth stratum, comprising:

a) a movable carriage;

b) a trench excavator on the carriage for enabling a trench to be formed that extends from the ground surface down to at least the upper side of the earth stratum to be consolidated;

c) a strip supply on the carriage that supplies a plurality of generally vertical drains;

d) a moving member on the carriage that enables driving each said drain into the earth stratum;

e) a second supply on the movable carriage that supplies horizontal drainage in the trench bottom so that it is in fluid communication with the vertical drainage strips.

19. The soil consolidation apparatus of claim 18, in which the device is further provided with means for cutting through the drainage ribbon at a selected level above the trench bottom.

20. The soil consolidation apparatus of claim 19, in which the means for cutting through includes a movable blade and an anvil for said blade.

21. The soil consolidation apparatus of claim 20 in which the blade has been arranged on a first arm of a lever rotatable about a horizontal center line, a second arm of said lever being connected to a hydraulic cylinder.

22. The soil consolidation apparatus of claim 18 in which the trench-excavator includes a plough.

23. The soil consolidation apparatus of claim 22, in which at its rear side the plough is provided with means for removing soil material from the trench walls and for pressing it downward.

24. The soil consolidation apparatus of claim 22 which at its rear side the plough is provided with a supply roll that carries the second supply.

25. The soil consolidation apparatus of claim 22 furthermore provided with means for pivoting the plough about a horizontal axis of rotation, between a trench-making active position and an upwardly tilted moving position.

26. The soil consolidation apparatus of claim 18 further comprising means at the rear side of the plough for removing soil material from the trench walls and for pressing it downwardly.

27. A method for consolidating an earth stratum situated in a subgrade by withdrawing water from the subgrade, comprising the steps of:

a) forming a trench having a trench bottom portion;

b) extending a plurality of first drains from the trench downwardly in the earth stratum;

c) connecting the first drains with a generally horizontal, second drain that is placed in the trench;

d) establishing water transfer between the first drains and the second drain;

e) arranging an air sealing layer directly over the generally horizontal, second drain to close the surface of the soil;

f) withdrawing water from the horizontal drain with a pump.

28. The method according to claim 27, in which the trench is made from the ground surface and the drainage strips arranged from the bottom of the trench.

29. The method of claim 28, in which the trench is formed with a plough supported by a mobile carriage device and the first drains are generally vertical drainage strips positioned during use by means of said device and the generally horizontal second drain is a drainage pipe that each time is arranged after that until the next vertical drainage strip has to be arranged.

30. The method of claim 29, in which simultaneously with the arrangement of the horizontal drainage pipe or immediately after that, the air sealing layer is being arranged by means of the device.

31. The method of claim 30, in which the air sealing layer is arranged by removing soil material from the trench walls and placing it on the horizontal drainage pipe.

32. The method of claim 30, in which the air sealing layer is arranged by placing a sealing foil layer on the horizontal drainage pipe.

33. The method according to claim 30, which the air sealing layer is arranged by arranging a sealing layer of plastic material on the horizontal drainage pipe.

34. The method of claim 33 wherein the plastic material is bentonite.

35. The method of claim 31 in which the air sealing layer is arranged by means of the device.

36. The method of claim 28 wherein the trench is closed off with soil material up to approximately the original earth'"'"'s surface.

37. The method of claim 28 in which the drainage strips are taken from a supply and, after having been arranged, are separated by cutting though at a level above the trench bottom.

38. The method of claim 37 in which the cutting though takes place in the device.

39. The method of claim 27 wherein in step “

a”

, a plough makes the trench, and further comprising the step of removing soil material from the trench walls with the plough.

40. The method of claim 33 performed on a subaqueous soil.

41. A soil consolidation apparatus for consolidating a selected earth stratum comprising:

a) an earth working device provided with a propulsion system for moving the device over a ground surface;

b) the device having an excavator device that enables a trench to be formed from the ground surface down to at least the upper side of the selected earth stratum to be consolidated;

c) the device having a supply of drainage ribbons

d) a lance on the earth working device for driving each ribbon into the selected earth stratum; and

e) a horizontal drain supply on the device that enables a horizontal drain to be installed in the trench bottom and in fluid communication with drainage ribbons.

42. The apparatus according to claim 41, in which the device is further provided with means for cutting through the drainage ribbon at a level above the trench bottom.

43. The apparatus according to claim 42, in which the means for cutting-through comprise a movable blade and an anvil for said blade.

44. The apparatus according to claim 43, in which the blade has been arranged on an arm of a lever rotatable about a horizontal center line, the other arm of said lever being connected to a vertically active hydraulic cylinder, preferably accommodated in the trench-making means.

45. The apparatus according to claim 41, in which the excavator device is a plough.

46. The apparatus according to claim 45, in which at its rear side the plough is provided with means for removing soil material from the trench walls and for pressing it downward.

47. The apparatus according to claim 46, in which the plough is provided with means for making an incision in the trench walls just below the line of engagement of the trench walls with the means for removing soil material from the trench walls.

48. The apparatus according to claim 45, in which at its rear side the plough is provided with means for supplying the horizontal drain, from a supply roll, in the trench.

49. The apparatus according to claims 45-48 further comprising means for pivoting the plough about a horizontal axis of rotation, between a trench-making active position and an upwardly tilted moving position.

50. A The soil consolidation apparatus of claim 41 further comprising means on the side of the plough for removing soil from the trench walls and for pressing it downward.