Method for determining liquefaction potential of cohesionless soils

• US 5,109,702 A
• Filed: 06/27/1990
• Issued: 05/05/1992
• Est. Priority Date: 06/27/1990
• Status: Expired due to Fees

• Current Assignee: United States Of America As Represented By The Secretary Of The Air Force
• Original Assignee: United States Of America As Represented By The Secretary Of The Air Force
• Inventors: Butler, Leo W., Charlie, Wayne A.
• Primary Examiner(s): RAEVIS, ROBERT R
• Application Number:
  US07/549,888
• Time in Patent Office: 678 Days
• Field of Search: 73/784, 73/84
• US Class Current: 73/84
• CPC Class Codes: E02D 1/02 before construction work
• CPC Class Codes: G01N 2203/0092 Visco-elasticity, solidification, curing, cross-linking degree, vulcanisation or strength properties of semi-solid materials
• CPC Class Codes: G01N 2203/0244 Tests performed "in situ" or after "in situ" use
• CPC Class Codes: G01N 3/24 by applying steady shearing forces G01N3/26, G01N3/28 take precedence
• CPC Class Codes: G01N 33/24 Earth materials G01N33/42 takes precedence

Abstract

A method for determining the liquefaction potential of cohesionless (granular) soils is provided in which a rotational shear vane assembly having a plurality of radially disposed blades (herein a Piezovane) is mounted to a shaft having a porewater pressure transducer mounted to such assembly and communicating to an outer edge of at least one the blades, with a torque transducer mounted to such shaft and a potentiometer connected to an upper portion of the shaft to measure rotational displacement of such blades. The vane assembly blades are inserted into undisturbed soil and rotated one or more turns to obtain porewater pressure response measurements from the soil shear surface defined by the blade ends along with torque and rotational displacement measurements. A porewater pressure increase indicates a contractive soil which has the potential to liquefy (and cause landslides) while a porewater pressure decrease indicates a dilating soil which does not readily liquefy and is suitable for building thereon.

Claims

1. A method for determining liquefaction potential of cohesionless soils comprising, employing a rotational vane assembly having a plurality of radially disposed blades mounted to a shaft, a pore pressure sensor mounted to said assembly and communicating by a duct to an outer edge of at least one blade;

inserting said blades into said soils;

rotating said shaft to revolve said blades to shear said soils and obtaining porewater pressure response measurements from said soils.

2. The method of claim 1, wherein said measurements are obtained from the shear surface defined by the blade edges.

3. The method of claim 1 wherein said sensor is a pressure transducer mounted to said shaft and communicates by an duct through said shaft and at least one blade to the outer edge of the latter.

4. The method of claim 3 having a plurality of said apertures in each of two of said blades.

5. The method of claim 1 wherein said vane assembly has four blades radially mounted to said shaft.

6. The method of claim 1 wherein said cohesionless soils are selected from the group consisting of silt, sand and gravel.

7. The method of claim 1 wherein said blades rotate at from between 1/4 to 10 RPS.

8. The method of claim 1 wherein said rotational vane assembly mounts on a drill rig for in-situ testing of said soils.

9. The method of claim 1 wherein said pore pressure sensor obtains data measurements for porewater pressure response to shearing, and other sensors measure the vane assembly'"'"'s torque and angular displacement.

10. The method of claim 9 wherein a hole is drilled into the soil to be tested, the vane assembly is lowered into the hole and inserted into the soil at the base of said hole and then rotated to obtain the measurements of porewater pressure response, torque and angular displacement.

11. The method of claim 9 wherein, after said measurements are obtained, the vane assembly is pushed deeper into undisturbed soil, the vane assembly is rotated and data gathered as before and the above steps are repeated.

12. A rotational vane assembly for determining liquefaction potential of cohesionless soils comprising:

a rotatable shaft,

a plurality of radially disposed blades mounted to said shaft,

a pore pressure sensor mounted to said assembly and communicating by a duct to an outer edge of at least one blade,

means for inserting said blades into said soils and means for rotating said shaft to revolve said blades to shear said soils and obtain porewater pressure response measurements from said soils.

13. The assembly of claim 12 wherein said sensor is a pressure transducer mounted to said shaft and communicates by a passage through said shaft and through at least one blade to the outer edge thereof.

14. The assembly of claim 13 having a plurality of said passages in each of two of said blades.

15. The assembly of claim 12 wherein said vane assembly has 4 blades radially mounted to said shaft.

16. The assembly of claim 12 having means to rotate said shaft and blades at from between 1/4 to 10 RPS.

17. The assembly of claim 12 being mountable on a drill rig for in-situ testing of said soils.

18. The assembly of claim 12 having additional sensors for measuring the assembly'"'"'s rotational torque and angular displacement.