Dynamic soil compaction

• US 4,127,351 A
• Filed: 11/30/1976
• Issued: 11/28/1978
• Est. Priority Date: 12/01/1975
• Status: Expired due to Term

• Current Assignee: Koehring GmbH - Bomag Division
• Original Assignee: Koehring GmbH - Bomag Division
• Inventors: Vural, Gulertan
• Primary Examiner(s): Byers, Jr., Nile C.
• Application Number:
  US05/746,102
• Time in Patent Office: 728 Days
• Field of Search: 404/133, 404/72, 404/117, 404/113, 404/114, 404/115
• US Class Current: 404/72
• CPC Class Codes: E02D 3/02 Improving by compacting E02D3/11 takes precedence; compacting soil locally before or while forming foundations E02D27/26, E02D27/28

Abstract

Method and apparatus for controlling a dynamic soil compaction operation, involving striking the soil with vibrating compacting tools, monitoring the vibrational power generated by the tools or the current degree of soil compaction, and controlling the amplitude or frequency of the vibratory movements of the tools as a function of the value of such quantity.

Claims

1. In a method for compacting soil by supplying energy to a plurality of compacting tools in a manner to cause the tools to undergo individual vertical vibratory movements and to strike the soil surface while they travel along a path, the tools being spaced apart in the direction of travel, the improvement comprising:

monitoring one of the amount of settlement of the compacted soil at the soil surface and the vibrational power supplied to the tools by measuring the difference in height between corresponding points of adjacent tools when each is at the lowest point of its vibratory movement; and

controlling the supply of energy to the tools in order to vary the amplitude of the vibratory movements of the tools in dependence on the monitoring result in a direction to maximize the resulting degree of soil compaction.

2. A method as defined in claim 1 wherein the tools are hydraulically operated and the energy is supplied by a hydraulic pressure medium.

3. A method as defined in claim 1 wherein said step of monitoring includes producing a signal when the magnitude of such difference is below a selected value.

4. A method as defined in claim 1 wherein the tools are caused to traverse a path a plurality of times as they undergo vertical vibratory movements, and said step of monitoring includes determining the change in the monitoring result between successive traversals of the path.

5. A method as defined in claim 1 wherein said step of controlling is carried out in immediate response to the result produced by said monitoring step.

6. A method as defined in claim 1 wherein said step of controlling further comprises varying the frequency of the vibratory movement of the tools in a direction to maximize the resulting degree of soil compaction.

7. A method as defined in claim 1 wherein said step of monitoring includes determining the change in the measured height difference as the tools travel along the path, and said step of controlling is carried out in immediate response to the result produced by said monitoring step.

8. A method as defined in claim 1 wherein said step of monitoring comprises generating a signal representing the measured height difference, and passing the signal through a disturbance filter for eliminating transient signal variations having less than a predetermined amplitude.

9. A method as defined in claim 1 wherein said step of measuring is carried out by inductive means.

10. In apparatus for compacting soil and including support means arranged to travel upon the soil, a plurality of compacting tools supported by the support means and spaced from one another in the direction of travel, and vibratory drive means connected to the tools for impacting an independent vertical vibratory movement to each tool to cause the tool to strike the soil surface, the improvement comprising:

monitoring means mounted on said support means for measuring the difference between the soil levels produced by two of said tools in the direction of travel of said support means in order to monitor the degree of soil compaction being produced by said tools; and

amplitude control means connected between said monitoring means and said tools for controlling the supply of energy to said tools in order to vary the amplitude of the vibratory movements of said tools in dependence on the monitoring result in a direction to maximize the resulting degree of soil compaction and for varying the speed of travel of said support means as a function of the result produced by said monitoring means.

11. An arrangement as defined in claim 10 wherein said control means comprise a control circuit operatively associated with each said tool for varying the amplitude of vibration of said tool in a direction to cause said tool to produce maximum soil compaction.

12. An arrangement as defined in claim 10 wherein said control means comprise a control circuit operatively associated with each said tool for varying the frequency of vibration of said tool in a direction to cause said tool to produce maximum soil compaction.