Soil extraction/grouting device

1. An extraction/grouting system, comprising:

an extraction/grouting device including:

a fluid conduit having a longitudinal extent along a longitudinal axis;

a pivoting wand; and

a plurality of cutting nozzles in fluid communication with the fluid conduit, the cutting nozzles being coupled to the pivoting wand that is pivotably extendable relative to the longitudinal axis; and

a casing, the extraction/grouting device being movably extended at least partially within the casing, wherein the device includes a rotatable member to which the pivoting wand is coupled, the rotatable member is rotatable about the longitudinal axis, as the pivoting wand is pivoted about a pivoting axis the first nozzle is supplied with pressurized fluid from the fluid conduit causing soil to be softened, the softened soil flowing upward in the casing, the pressurized fluid supplied to the first nozzle is stopped when the pivoting wand is deployed to a desired angle and the pressurized fluid is supplied to the second nozzle as the rotatable member is rotated about the longitudinal axis, the movement of the rotatable member deploys the second nozzle to soften soil in a radial direction from the longitudinal axis, the system executing the steps of:

driving the casing terminated in a sacrificial point into a soil, the driven casing being in proximity to a target structure;

deploying the pivoting wand from the casing about a pivoting axis;

pressurizing the fluid conduit to thereby send fluid through the cutting nozzles to soften the soil in a direction in which the wand deploys;

rotating the pivoting wand about the longitudinal axis as the fluid flows through at least some of the nozzles; and

conducting the softened soil up through the casing to form a cavity in the soil, the cavity in the soil having a shape reflective of the movement of the pivoting wand in the rotating step.

2. The extraction/grouting system of claim 1 , wherein there is a channel between the casing and the fluid conduit.

3. The extraction/grouting system of claim 1 , wherein the sacrificial point is coupled to a bottom of end of the casing, the sacrificial point allowing for displacement of soil as the device is forced into the soil.

4. The extraction/grouting system of claim 3 , wherein the sacrificial point is fitted to the bottom end of the casing such that the sacrificial point will separate from the end of the casing when the casing is moved in an upward direction.

5. The extraction/grouting system of claim 3 , wherein the casing has a slot through which the pivoting nozzle extends.

6. The extraction/grouting system of claim 1 , wherein the fluid conduit is a high pressure flexible hose.

7. The extraction/grouting system of claim 1 , wherein, the rotatable member to which the pivoting wand is coupled and the fluid conduit extend within the casing along the longitudinal axis.

8. The extraction/grouting system of claim 7 , wherein the first nozzle is arranged along a first portion of the pivoting wand such that fluid emanating from the nozzle is directed in a leading first direction when the pivoting wand is pivoted about a pivoting axis.

9. A method of extraction and grouting, comprising the steps of:

driving a casing terminated in a sacrificial point into a soil, the driven casing being in proximity to a target structure;

deploying a pivoting wand from the casing about a pivoting axis, the pivoting wand having a plurality of cutting nozzles that are coupled to a fluid conduit having a longitudinal extent in the casing relative to a longitudinal axis;

pressurizing the fluid conduit to thereby send fluid through the cutting nozzle to soften the soil in a direction in which the wand deploys;

rotating the pivoting wand about the longitudinal axis; and

conducting the softened soil up through the casing to form a cavity in the soil, the cavity in the soil having a shape reflective of the movement of the pivoting wand in the rotating step.

10. The method of claim 9 , further comprising the step of separating the casing from the sacrificial point by moving the casing upwardly from the sacrificial point prior to the deploying step.

11. The method of claim 10 , further comprising the step of further rotating the pivoting wand about the longitudinal axis thereby enlarging the cavity about the longitudinal axis proximate to the target structure.

12. The method of claim 11 , further comprising the step of injecting a grout into the cavity under pressure to thereby move the target structure in a selected direction.

13. The method of claim 9 , wherein the plurality of cutting nozzles are positioned on differing sides of the pivoting wand.

14. The method of claim 9 , wherein the shape of the cavity is a hemispherical shape.

15. The method of claim 9 , wherein the shape of the cavity is a cylindrical shape.

16. The method of claim 9 , wherein the shape of the cavity is a semi-cylindrical shape.

17. The method of claim 9 , wherein the nozzles are fixed to the wand and the plurality of nozzles including a first nozzle and a second nozzle, the first nozzle being directed parallel to the pivoting axis of the wand and the second nozzle being perpendicular to the direction of the first nozzle.