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Assessing mass balance with the cone penetration test

Published online by Cambridge University Press:  09 March 2017

ADRIAN MCCALLUM*
Affiliation:
Faculty of Science, Health, Education and Engineering, University of the Sunshine Coast, Sippy Downs, Australia
*
E-mail: Adrian McCallum <amccallu@usc.edu.au>
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Abstract

Information

Type
Letter
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
Copyright © The Author(s) 2017
Figure 0

Fig. 1. Tractor-mounted CPT equipment used at Halley V Research Station, Antarctica, 2009/10. Insets show: a rigid steel link (~100 mm outside diameter) that can be engaged to enable additional reaction force from the ~20 tonne tractor, and hydraulic rams and data collection equipment (from McCallum (2014b)).

Figure 1

Fig. 2. Tip resistance (MPa) for six individual tests to a depth of 5 m is shown along with an average value. Negative spikes apparent every 0.5 m occur when penetration was stopped to change rods; these spikes are generally removed in post-acquisition data-processing. The cone responds to harder and softer layers; layer interfaces can be identified to a resolution of ~25 mm. Data were collected on the Brunt Ice Shelf in the vicinity of Halley V Research Station in 2010.

Figure 2

Fig. 3. Comparison of sleeve friction, averaged over friction-sleeve length and normalised for comparison purposes, with gravimetrically-determined snow density. In this figure, additional stress due to overburden has been subtracted from friction-sleeve data. Data were collected on the Brunt Ice Shelf in the vicinity of Halley V Research Station in 2010.