Dual mass dynamic cone penetrometer

• US 5,313,825 A
• Filed: 05/08/1992
• Issued: 05/24/1994
• Est. Priority Date: 05/08/1992
• Status: Expired due to Term

• Current Assignee: United States Of America As Represented By The Secretary Of The Army (Government of the United States of America)
• Original Assignee: The United States of America As Represented By The Secretary of Agriculture
• Inventors: Williams, Thomas P., Webster, Steve L.
• Primary Examiner(s): RAEVIS, ROBERT R
• Application Number:
  US07/880,264
• Time in Patent Office: 746 Days
• Field of Search: 73/81, 73/82, 73/83, 73/84, 73/85, 73/12.13
• US Class Current: 73/81
• CPC Class Codes: E02D 1/022 by investigating mechanical properties of the soil E02D1/027 takes precedence
• CPC Class Codes: G01N 2203/0033 Weight
• CPC Class Codes: G01N 3/48 by performing impressions under impulsive load by indentors, e.g. falling ball G01N3/54 takes precedence
• CPC Class Codes: G01N 33/24 Earth materials G01N33/42 takes precedence
• CPC Class Codes: G01N 33/42 Road-making materials G01N33/38 takes precedence

Abstract

The invention is a dynamic cone penetrometer for measuring soil shear strength which includes an elongated cylindrical rod having a tip end and a handle end. An anvil portion is mounted to the rod at a selected distance from the handle and a penetrometer tip having a conical free end is secured to the tip end of the rod for engaging the soil or sample. A two weight drop hammer having a cylindrical through bore is slidably mountable on the rod at the handle end for striking the anvil with a selected force when released from a fixed distance from said anvil. The drop hammer is formed in two parts including a cylindrical core portion of a first diameter, and a cylindrical support portion extending from the core portion to a second diameter. The second weight has a through bore and is sleevable over the core for engaging and resting upon the support portion. A releasable fastener secures the second weight to the core so that proper measurements may be performed with the first weight alone for weak soils or with both weights for stronger soils and surfaces. The penetrometer tip may be disposable and releasably secured to the tip end of the rod.

Claims

1. A dynamic cone penetrometer for measuring soil shear strength comprising:

an elongated cylindrical rod having a tip end and a handle end;

an anvil portion mounted to the rod at a selected distance from the handle end;

a penetrometer tip secured to the tip end of the rod and having a conical free end for engaging the soil; and

a two weight drop hammer having a cylindrical through bore and being slidably mounted on the rod at the handle end for striking the anvil with a selected force when released from a fixed distance above said anvil, said hammer comprising a first weight portion including a cylindrical core portion of a first diameter and support portion extending radially therefrom and a second weight portion having a through bore and being sleevable over the core for engaging the support portion and fastener means for releasably securing the second weight portion from the first weight portion so that drop measurements may be performed with the first weight portion for relatively weak soils and with the first and second weights secured together for relatively strong soil.

2. The penetrometer of claim 1, wherein the penetrometer tip includes releasable fastener means for releasably interconnecting the penetrometer tip with the rod.

3. The penetrometer of claim 2, wherein the releasable fastener means includes an adapter having a threaded tail end and being threadably secured in an axial aperture in the tip end of the rod and a forward end for frictionally engaging an axial aperture in the penetrometer tip.

4. The penetrometer of claim 3, wherein the forward end of the adapter is a cylindrical portion having an annular groove formed therein and an elastomeric O-ring located within the groove, the axial aperture in the disposable penetrometer tip mounts on the forward end of the adapter and is secured in position by friction with the O-ring.

5. The penetrometer of claim 1, wherein the hammer has a combined weight of about 8 kilograms and the first weight is about 4.6 kilograms.

6. The penetrometer of claim 5, wherein the first weight portion imparts a penetration force on the tip end which is approximately one half the penetration force imparted by the combined weight of the first and the second weight portions.

7. The penetrometer of claim 1, wherein the hammer imparts a penetration force in accordance with the relation:

space="preserve" listing-type="equation">CBR=292/DCP.sup.1.12

where CBR is a California Bearing Ratio and DCP is the penetration index of a tip relative to the soil surface.

8. The penetrometer of claim 1, wherein the core portion and the second weight portion have alignable threaded axial apertures therein;

and the securing means comprises a set screw threadably securable in the axial apertures when aligned.

9. The penetrometer of claim 1, wherein the tip has an angle of about 60°

and a circular base diameter of about 20 millimeters.

10. The penetrometer of claim 1, wherein the fixed distance is 575 millimeters.

11. The penetrometer of claim 1, wherein the distance between the anvil and the penetrometer tip is about 1 meter.

12. The penetrometer of claim 1, wherein the rod has a diameter less than the diameter of the conical tip.

13. The penetrometer of claim 1, further comprising a handle grip at the handle end, said handle grip having a stop end for engaging the hammer, the stop end of the handle having a diameter corresponding to the diameter of the core portion of the hammer for allowing the second weight to be unsecured and sleeved from the core portion of the hammer over the handle into the core.