This paper describes the results from a centrifuge investigation into the rate dependence of T-bar and ball penetrometer resistance in kaolin. Four T-bar diameters and two ball diameters were installed in kaolin with overconsolidation ratios of 1, 2 and 5 at penetration velocities varying over five orders of magnitude. The penetration resistances are compared with the properties of kaolin as measured in element tests to assist in the development of a framework that describes this resistance over the full velocity range. Consistent trends emerge when the soil viscosity is assumed to affect the penetration resistance in both the partially drained and undrained conditions, enabling the dependence of the T-bar and ball resistances on diameter, velocity and soil characteristics to be quantified.
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February 2009
Research Article|
February 01 2009
Rate effects on penetrometer resistance in kaolin
B.M. LEHANE;
B.M. LEHANE
*
* School of Civil & Resource Engineering, The University of Western Australia.
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C.D. O'LOUGHLIN;
C.D. O'LOUGHLIN
†
† Institute of Technology, Sligo, Ireland (formerly with Centre for Offshore Foundation Systems, The University of Western Australia).
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C. GAUDIN;
C. GAUDIN
‡
‡ Centre for Offshore Foundation Systems, The University of Western Australia.
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M.F. RANDOLPH
M.F. RANDOLPH
‡
‡ Centre for Offshore Foundation Systems, The University of Western Australia.
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* School of Civil & Resource Engineering, The University of Western Australia.
† Institute of Technology, Sligo, Ireland (formerly with Centre for Offshore Foundation Systems, The University of Western Australia).
‡ Centre for Offshore Foundation Systems, The University of Western Australia.
Publisher: Emerald Publishing
Received:
April 12 2007
Accepted:
August 13 2008
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2009 Thomas Telford Ltd
2009
Geotechnique (2009) 59 (1): 41–52.
Article history
Received:
April 12 2007
Accepted:
August 13 2008
Citation
LEHANE B, O'LOUGHLIN C, GAUDIN C, RANDOLPH M (2009), "Rate effects on penetrometer resistance in kaolin". Geotechnique, Vol. 59 No. 1 pp. 41–52, doi: https://doi.org/10.1680/geot.2007.00072
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