Method and device for in-situ determination of rheological properties of earth materials

• US 5,042,595 A
• Filed: 02/05/1990
• Issued: 08/27/1991
• Est. Priority Date: 02/05/1990
• Status: Expired due to Fees

• Current Assignee: Corporation De L'Ecole Polytechnique De Montreal
• Original Assignee: Corporation De L'Ecole Polytechnique De Montreal
• Inventors: Ladanyi, Branko
• Primary Examiner(s): Neuder, William P.
• Application Number:
  US07/474,381
• Time in Patent Office: 568 Days
• Field of Search: 175/18, 175/50, 73/84
• US Class Current: 175/50
• CPC Class Codes: E21B 49/006 Measuring wall stresses in the borehole

Abstract

A method and device for determining in-situ rheological properties of earth materials are disclosed. A low-angle cone penetrometer is pushed into a predrilled cylindrical pilot hole of smaller diameter, to cause enlargement of the pilot hole. In one embodiment, the load applied to the cone is held constant and the relationship between the cone penetration and the time is recorded. In another embodiment, either the load on the cone or the rate of penetration into the pilot hole is held constant and the relationship between the penetration or the penetration rate and the resistance of the material against the enlargement of the pilot hole is recorded. The rheological properties of the material, such as the creep and time or rate-dependent deformation and strength properties, are then deduced from the recorded data.

Claims

1. A method for determining in-situ creep properties of earth materials, which comprises the steps of:

a) providing a cone penetrometer having a conical end portion with a central longitudinal axis and a taper angle ranging between about 1° and

about 10°

relative to said central longitudinal axis;

b) drilling into an earth material a borehole having a conical wall portion merging with a concentric cylindrical wall portion of smaller diameter at the bottom of said borehole, the conical wall portion of said borehole corresponding in size and shape to the conical portion of said penetrometer;

c) inserting said penetrometer into said borehole such that the conical portion of said penetrometer abuts the conical wall portion of said borehole;

d) applying a constant load to said penetrometer to cause axial displacement of the conical portion thereof into said borehole and widening of the conical and cylindrical wall portions;

e) continuously monitoring penetration of the conical portion of said penetrometer into said borehole and recording the amount of axial displacement of said conical portion as a function of time, to provide recorded data representative of creep properties of said earth material; and

f) determining from said recorded data at least one creep parameter of said earth material.

2. A method as claimed in claim 1, wherein said earth material is ice and wherein the penetrometer used has a conical portion with a taper angle of about 5°

.

3. A method as claimed in claim 1, wherein said earth material is frozen soil and wherein the penetrometer used has a conical portion with a taper angle of about 5°

.

4. A method as claimed in claim 1, wherein said earth material is rocksalt and wherein the penetrometer used has a conical portion with a taper angle of about 2°

.

5. A method as claimed in claim 1, wherein a load of up to about 100 MPa is applied to said penetrometer in step (d).

6. A method as claimed in claim 2, wherein a load ranging between about 0.5 and about 3.0 MPa is applied to said penetrometer in step (d).

7. A method as claimed in claim 3, wherein a load ranging between about 3.0 and about 15.0 MPa is applied to said penetrometer in step (d).

8. A method as claimed in claim 1, wherein steps (d), (e) and (f) are repeated a predetermined number of times with said penetrometer remaining in said borehole to provide a multi-stage testing of said earth material, and wherein the load applied to said penetrometer is increased at each stage.

9. A method as claimed in claim 8, wherein the creep parameters determined are creep exponents n and b and reference stress σ

_cθ

of said earth material.

10. A method for determining in-situ time or rate-dependent deformation and strength properties of earth materials, which comprises the steps of:

a) providing a cone penetrometer having a conical end portion with a central longitudinal axis and a taper angle ranging between about 1° and

about 10°

relative to said central longitudinal axis, said conical portion having small and large diameter ends and a lateral surface defined therebetween, and comprising pressure sensing means including at least three longitudinally spaced sensor elements flush mounted on said lateral surface;

b) drilling into an earth material a pilot hole having a diameter corresponding to the small diameter end of the conical portion of said penetrometer;

c) inserting said penetrometer into said pilot hole;

d) applying a load to said penetrometer to cause axial displacement of the conical portion thereof into said pilot hole and enlargement of same;

e) continuously monitoring penetration of the conical portion of said penetrometer into said pilot hole while simultaneously monitoring total lateral pressure exerted by the earth material on the lateral surface of said conical portion and sensed by said sensor elements, and recording the sensed lateral pressures as a function of axial displacement of said conical portion, to provide recorded data representative of time or rate dependent deformation and strength properties of said earth material; and

f) determining from said recorded data the time or rate-dependent deformation or strength property of said earth material.

11. A method as claimed in claim 10, wherein said earth material is a saturated clay and the penetrometer used has a conical portion with a taper angle of about 1°

to 2°

.

12. A method as claimed in claim 10, wherein said earth material is loose sand and the penetrometer used has a conical portion with a taper angle of about 5°

to 8°

.

13. A method as claimed in claim 10, wherein said earth material is peat and the penetrometer used has a conical portion with a taper angle of about 8°

to 10°

.

14. A method as claimed in claim 10, wherein a constant load is applied to said penetrometer in step (d).

15. A method as claimed in claim 10, wherein a variable load is applied to said penetrometer in step (d), whereby to cause said conical portion to penetrate said pilot hole at a substantially constant rate.

16. A method as claimed in claim 15, wherein the rate of penetration of said conical portion ranges from about 2 to about 20 mm/sec.

17. A method as claimed in claim 15, wherein the rate of penetration of said conical portion ranges from about 1 to about 10 cm/hour.

18. A method as claimed in claim 10, wherein steps (b) and (d) are performed simultaneously.

19. A method as claimed in claim 10, wherein the properties determined in step (f) include a time or rate-dependent stress-strain curve of said earth material.

20. A device for determining in-situ time or rate-dependent deformation and strength properties of earth materials, which comprises:

a main elongated body having a conical end portion with a central longitudinal axis and a taper angle ranging between about 1° and

about 10°

relative to said central longitudinal axis, said conical portion having small and large diameter ends and a lateral surface defined therebetween; and

pressure sensing means including at least three longitudinally spaced sensor elements flush mounted on said lateral surface;

said device being insertable into a pilot hole formed in an earth material and having a diameter corresponding to the small diameter end of said conical portion such that upon application of a load to said device, said conical portion is axially displaced into said pilot hole thereby causing enlargement of same, said sensor elements being operative to sense total lateral pressure exerted by the earth material on the lateral surface of said conical portion, the sensed lateral pressures correlated to the axial displacement of said conical portion being representative of time or rate-dependent deformation and strength properties of said earth material.

21. A device as claimed in claim 20, wherein said taper angle ranges between about 1°

and about 5°

.

22. A device as claimed in claim 21, wherein said taper angle is about 1°

.

23. A device as claimed in claim 20, wherein said pressure sensing means comprise flush diaphragm-type pressure transducers.

24. A device as claimed in claim 20, wherein said sensor elements are longitudinally aligned with one another.

25. A device as claimed in claim 24, wherein said sensor elements are equidistantly spaced from one another.

26. A device as claimed in claim 21, wherein said conical portion is truncated at said small diameter end and a concentric conical guide nose is connected to said small diameter end, said conical guide nose having a taper angle greater than the taper angle of said conical portion.

27. A device as claimed in claim 26, wherein the taper angle of said conical guide nose is about 1°

greater than the taper angle of said conical portion.

28. A device as claimed in claim 26, wherein said conical guide nose is truncated at a free end thereof and terminates in a short pointed tip.