Technical Papers
May 8, 2013

Passive Road over Perennial Ice at Casey Station, Antarctica

Publication: Journal of Cold Regions Engineering
Volume 28, Issue 1

Abstract

Resupply of Australia’s Antarctic station Casey relies on the movement of heavy cargo over land from the wharf to the station. The road consists of gravel that is deposited seasonally over 2–3 m of perennial ice. However, ongoing maintenance of this road is unsustainable because local sourcing of gravel will soon be prohibited. Therefore, alternative resupply options were investigated. Bridging solutions are available to span problematic sections of the road; however, sections of unbridged road will remain, requiring ongoing maintenance. Therefore, implementation of a passive, thermally isolated road over the existing or similar road alignment is recommended. Gravel may still be required in the initial construction of such a road; however, it would be contained and not need replenishment. Measures can be implemented in an iterative manner to ensure that the resupply of Casey Station continues in a cost-effective and environmentally sustainable manner.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was only possible because of the assistance of many personnel at Australia’s Casey Station over the 2011/2012 summer season. This paper has been considerably improved by the input of a number of reviewers; their time and input in providing constructive and good-hearted advice is appreciated.

References

Andersland, O. B., and Ladanyi, B. (2004). Frozen ground engineering, Wiley, New York.
Australian Antarctic Division (AAD). (2006). “Quarry operations in the Australian Antarctic territory at Casey and Davis Stations. Initial environmental evaluation.”, Australian Antarctic Division, Kingston, TAS.
Beech, G. (1999). “Casey quarry review.”, Australian Antarctic Division, Kingston, TAS.
Ge, J. J., Wei, J., Bao, L. M., Shi, X. M., Xuan, L. H., and Li, X. L. (2008). “Introduction and application of geosynthetic in Qinghai-Tibet railway construction.” Proc., 4th Asian Regional Conf. on Geosynthetics, Springer, Berlin Heidelberg, 817–822.
Goodwin, I. D. (1996). “A mid to late Holocene readvance of the Law Dome ice margin, Budd Coast, East Antarctica.” Antarctic Sci., 8(4), 395–406.
Holmes, I. (1981). “Rebuilding Antarctic stations.” Parliamentary Standing Committee on Public Works, the Parliament of the Commonwealth of Australia, Australia.
Papp, E. (2001). “Ground penetrating radar survey of the Casey road.”, Australian National Antarctic Research Expeditions 2000/2001, Australian Antarctic Division, Kingston, TAS.
Penner, E. (1976). “Insulated road study.”, National Research Council, Washington, DC, 80–83.
Ruddell, A. (1999). “Report of work at Casey.”, Antarctic Cooperative Research Centre and Australian Antarctic Division of Glaciology, Kingston, TAS.
Transport Association of Canada. (2010). “Primer on developing and managing transportation infrastructure in permafrost regions.” Ottawa, Canada, 〈http://www.tac-atc.ca/english/resourcecentre/readingroom/pdf/primers/permafrost.pdf〉 (Feb. 17, 2012).
Wang, S. J., Chen, J. B., Zhang, J. Z., and Li, Z. L. (2009). “Development of highway constructing technology in the permafrost region on the Qinghai-Tibet plateau.” Sci. China E., 52(2), 497–506.
Wei, M., Guodong, C., and Qingbai, W. (2009). “Construction on permafrost foundations: Lessons learned from the Qinghai-Tibet railroad.” Cold Reg. Sci. Technol., 59(1), 3–11.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 28Issue 1March 2014

History

Received: Jun 6, 2012
Accepted: May 6, 2013
Published online: May 8, 2013
Published in print: Mar 1, 2014
Discussion open until: May 2, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Adrian B. McCallum [email protected]
Lecturer in Science and Engineering, Univ. of the Sunshine Coast, Sippy Downs 4556, Australia. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share