JKR PROBE Flashcards

1
Q

what is the objective of this lab test?

A
  • to determine the coefficient of soil permeability
  • to estimate geotechnical parameters
  • to determine soil classification
  • to determine allowing bearing capacity of the ground using JKR dynamic cone penetrometer.
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2
Q

What is the JKR Probe procedure?

A
  1. all the equipment are assembled.
  2. the cone diameter is measured in SI unit.
  3. the boring rods and hammer are jointed using the rod coupling. Some equipment parts were greased up for an easy disassembly.
  4. distance of 0.3m was measured and marked on the rod starting from the tip of the cone.
  5. the equipment was set up on the ground.
  6. the hammer was pulled until it reached the maximum.
  7. the hammer was dropped freely to drive the cone into the soils.
  8. the sum of the number of blows for penetration of 0.3m was recorded in the data sheet.
  9. the hammer was taken off on the last of 0.3m of each rod and joined the existing rod with another road and hammer.
  10. the rods were pulled using lifting tools after the penetration reached the requirement.
  11. the equipment was disassembled and cleaned before storing.
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3
Q

How to analyze the data?

A
  • plot data depth vs no of blows

- plot data depth vs unconfined compressive strength

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4
Q

How to determine the consistency and strength of the soil?

A
depends on the no of blows. 
2 = very soft 
2-4 = soft
4-8 = medium (firm)
8-15 = stiff
15-30 = very stiff
over 30 = hard
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