A pile for stabilizing soil for building a structure thereon includes a casing having an upper end opposite a lower end, a shaft positioned inside the casing, the shaft having a first end proximal to the upper end of the casing and a second end proximal to the lower end of the casing, wherein the casing and the shaft are substantially coaxial; and a plate attached proximal to the upper end of the casing and holding the shaft inside the casing. Optionally, the plate has one or more grout holes to allow liquid grout to flow into the casing along the shaft, potentially increasing the stability of the pile in soil.
1. A pile for stabilizing soil for building a structure thereon, comprising:
a casing having an upper end opposite a lower end;
a shaft positioned inside the casing, the shaft having a first end proximal to the upper end of the casing and a second end proximal to the lower end of the casing, wherein the casing and the shaft are substantially coaxial; and
a plate welded proximal to the upper end of the casing and welded to the shaft, holding the shaft inside the casing;
wherein the lower end of the casing defines a substantially coaxial opening about the shaft proximal to the second end of the shaft; and
wherein the first end of the shaft extends outside of the casing beyond the plate and the upper end.
2. The pile of claim 1 , wherein the plate comprises one or more grout holes adapted to allow liquid grout to flow into the casing around the shaft.
3. The pile of claim 1 , wherein the second end of the shaft extends outside of the casing beyond the lower end.
4. The pile of claim 1 , wherein the shaft comprises one or more shaft bolt holes adapted to connect the pile to other equipment.
5. The pile of claim 1 , wherein the casing comprises one or more casing bolt holes adapted to connect the pile to other equipment.
6. The pile of claim 1 , wherein the shaft comprises one or more helixes proximal to the second end and beyond the lower end of the casing.
7. The pile of claim 1 , wherein the second end of the shaft is adapted to penetrate soil.
8. The pile of claim 7 , wherein the second end of the shaft is adapted to penetrate soil by terminating in a point.
9. The pile of claim 8 , wherein the point is chosen from a coaxial point, an offset point, and an edge point.
10. The pile of claim 1 , wherein the casing comprises hardened grout.
11. The pile of claim 1 , wherein the shaft has a circular cross-section.
12. The pile of claim 1 , wherein the casing has a circular cross-section.
13. The pile of claim 1 , wherein the plate has a circular shape.
14. The pile of claim 1 , comprising steel.
15. The pile of claim 1 , wherein the casing has a minimum tensile strength of about 50 ksi and a minimum yield strength of about 40 ksi.
16. The pile of claim 1 , wherein the shaft has a minimum tensile strength of about 50 ksi and a minimum yield strength of about 40 ksi.
17. The pile of claim 1 , wherein the shaft is at least about 3 feet long.
18. The pile of claim 1 , wherein the shaft is no more than about 8 feet long.
19. The pile of claim 1 , wherein the casing has a diameter that is at least about 4 inches.
20. The pile of claim 1 wherein the casing has a diameter that is no more than about 10 inches.