Methods and devices for ground stabilization

1. A method for stabilizing a slope comprising:

identifying a slope created by human activity wherein said slope has a surface area bounded by an x-axis and a y-axis, and an acute slope angle that has increased due to human activity, wherein said x-axis is equivalent in length to a horizontal length along a bottom of said surface area, and is substantially parallel to a horizontal plane at said bottom of said slope, and wherein said y-axis is perpendicular to said x-axis resting on said slope surface, and is equivalent in length to said slope;

determining a surface area of said slope by multiplying said x-axis length by said y-axis length;

calculating a sufficient number of plate piles needed to create a series of alternating rows covering said surface area in a diamond-shaped lattice pattern,

wherein a first row, and all subsequent odd-numbered rows, contain a plurality of plate piles inserted approximately four feet center-to-center along said x-axis of said slope,

wherein a second row, and all subsequent even-numbered rows, contain a plurality of plate piles inserted approximately three to four feet center-to-center parallel to said x-axis of said slope, and wherein said second-row plate piles are centered between said first row plate piles, and said second row is positioned approximately four to ten feet from said first row along said y-axis of said slope, forming a diamond-shaped lattice pattern and

wherein all subsequent even and odd rows continue said diamond-shaped lattice pattern;

transporting said calculated number of plate piles to said slope;

inserting a plurality of plate piles below the surface of said slope in a series of alternating rows to create said diamond-shaped lattice pattern covering said slope.

2. The method of claim 1 wherein said human activity is road widening that causes an increase in said slope angle.

3. The method of claim 1 wherein said human activity is golf course construction that causes an increase in said slope angle.

4. The method of claim 1 wherein said human activity is building construction that causes an increase in said slope angle.

5. The method of claim 4 wherein said plates piles are inserted during construction to temporarily stabilize said slope.

6. The method of claim 5 wherein said plate pile is subsequently removed using a perforation in said plate pile.

7. The method of claim 1 wherein said plate piles in a bottom row are spaced approximately three feet center to center.

8. The method of claim 1 wherein said plate piles consist of a plate with a shape, wherein said plate is permanently connected with a pile, and wherein the plate shape is selected from the group consisting of a rectangular shape, a pentahedron shape, a perforated plate with a plurality of perforations, and a modified-w shape.

9. A method for stabilizing a slope in front or behind a structure comprising:

identifying a slope in front or behind a structure with potential for failure by using geologic mapping wherein said slope has a surface area bounded by an x-axis and a y-axis, and a slope angle, wherein said x-axis is equivalent in length to a horizontal length along a bottom of said surface area and substantially parallel to a horizontal plane at said bottom of said slope, and a y-axis wherein said y-axis is perpendicular to said x-axis, resting on said slope surface and is equivalent in length to said slope with potential for failure;

determining said surface area of said slope by multiplying said x-axis length by said y-axis length;

calculating a sufficient number of plate piles needed to create a series of alternating rows covering said surface area in a diamond-shaped lattice pattern,

wherein a first row, and all subsequent odd-numbered rows, contain a plurality of plate piles inserted approximately three to four feet center-to-center along the x-axis of said slope,

wherein a second row, and all subsequent even-numbered rows, contain a plurality of plate piles inserted approximately three to four feet center-to-center parallel to said x-axis of said slope, and where said second-row plate piles are centered between said first row plate piles, and where said second row is positioned approximately four to ten feet from said first row along said y-axis of said slope, forming a diamond-shaped lattice pattern, and

wherein all subsequent even and odd rows continue this pattern;

transporting said calculated number of plate piles to said slope;

inserting a plurality of plate piles below the surface of said slope in a series of alternating rows to create said diamond-shaped lattice pattern covering said slope.

10. The method of claim 9 wherein said structure is selected from the group consisting of power plants, dams, bridge abutments, pipelines, shopping centers, residences, businesses, government facilities, railroads, hospitals, and historical landmarks.

11. The method of claim 9 wherein said plate piles in a bottom row are spaced approximately three feet center to center.

12. The method of claim 9 wherein said plate piles consist of a plate with a shape, wherein said plate is permanently connected with a pile, and wherein the plate shape is selected from the group consisting of a rectangular shape, a pentahedron shape, a perforated plate with a plurality of perforations, and a modified-w shape.

13. A method for stabilizing ground adjacent to water comprising:

identifying a waterfront with a surface area wherein said surface area is unstable ground adjacent to said waterfront, and an x-axis that is equivalent in length to said unstable ground running parallel to said waterfront;

calculating a sufficient number of plate piles needed to create a first row in said ground between one and ten feet inland from said waterfront, where said row contains a plurality of plate piles inserted approximately three feet center-to-center along said x-axis;

inserting said plate piles approximately three feet center-to-center below said ground surface along said x-axis.

14. The method of claim 13 wherein said surface area is determined by multiplying said x-axis length by a y-axis length, wherein said y-axis extends back from, and perpendicular to, said waterfront along said surface, and wherein an additional row of plate piles is inserted three feet center-to-center below said ground surface and between one and ten feet further inland from said first row.

15. The method of claim 13 wherein said plate piles consist of a plate with a shape, wherein said plate is permanently connected with a pile, and wherein the plate shape is selected from the group consisting of a rectangular shape, a pentahedron shape, a perforated plate with a plurality of perforations, and a modified-w shape.