Ball penetrometers used in geotechnical centrifuge facilities for characterising the soil strength profile are typically around 12 mm in diameter. The minimum size is limited by the traditional design approach, with ball and shaft machined from steel or aluminium alloys, and axial strain gauges placed on the shaft to measure the penetration resistance. This paper describes a new fabrication method that uses epoxy to cast and cure the ball penetrometer and shaft as one piece. This allows the strain gauges to be set inside the penetrometer shaft, reducing the size of the ball penetrometers. The manufacture of three miniature ball penetrometers of 4 mm, 5 mm and 6 mm diameter is described. Example results using the penetrometers in a drum centrifuge highlight the versatility and consistency of the new devices. A comparison with the more established T-bar in characterising the undrained shear strength profile of soft clays is also provided.
Article navigation
September 2012
Research Article|
September 01 2012
Use of epoxy in developing miniature ball penetrometers Available to Purchase
Kok Kuen Lee, BE, PhD;
Kok Kuen Lee, BE, PhD
Senior Engineer, Advanced Geomechanics, Nedlands, WA, Australia. Formerly of the Centre for Offshore Foundation Systems, The University of Western Australia, Crawley WA, Australia
Search for other works by this author on:
Mark Jason Cassidy, BE, DPhil, FIEAust, FTSE;
Mark Jason Cassidy, BE, DPhil, FIEAust, FTSE
Director, Centre for Offshore Foundation Systems, The University of Western Australia, Crawley WA, Australia
Search for other works by this author on:
Mark Felton Randolph, BA, PhD, CPEng, FAA, FIEAust, FREng, FRS, FTSE
Mark Felton Randolph, BA, PhD, CPEng, FAA, FIEAust, FREng, FRS, FTSE
Professor of Civil Engineering, Centre for Offshore Foundation Systems, The University of Western Australia, Crawley WA, Australia
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
November 08 2011
Accepted:
December 02 2011
Online ISSN: 2042-6550
Print ISSN: 1346-213X
ICE Publishing: All rights reserved
2012
International Journal of Physical Modelling in Geotechnics (2012) 12 (3): 119–128.
Article history
Received:
November 08 2011
Accepted:
December 02 2011
Citation
Lee KK, Cassidy MJ, Randolph MF (2012), "Use of epoxy in developing miniature ball penetrometers". International Journal of Physical Modelling in Geotechnics, Vol. 12 No. 3 pp. 119–128, doi: https://doi.org/10.1680/ijpmg.11.00016
Download citation file:
Suggested Reading
Interpreting T-bar tests in ultra-soft clay
International Journal of Physical Modelling in Geotechnics (March,2014)
Model tests of energy piles with and without a vertical load
Environmental Geotechnics (February,2016)
Kinematics of soil arching in piled embankments
Geotechnique (January,2019)
Apparatus for centrifuge modelling of twin-tunnel construction
International Journal of Physical Modelling in Geotechnics (September,2012)
An analysis of the triaxial apparatus using a mixed boundary three-dimensional discrete element model
Geotechnique (December,2007)
Related Chapters
Physical modelling
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Group effects in stone column foundations: model tests
Ground and Soil Improvement
Characterisation of model uncertainties for laterally loaded rigid drilled shafts
Risk and Variability in Geotechnical Engineering
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
