Technical Papers
Aug 19, 2024

Ice Specimen Retrieval and Coring Method for Accreted Ice on Vertical Piles Subjected to Tidal Changes

Publication: Journal of Cold Regions Engineering
Volume 38, Issue 4

Abstract

Ice-coring auger machines can cost thousands of dollars and are generally made for vertical extraction from sea ice or glaciers. This project required specimens from ice accreted onto vertical piles at the Port of Alaska (POA) in Anchorage, Alaska, which meant the extraction was horizontal and had to be completed during the short low-tide window. In this paper, we describe the development of a method for economically harvesting and processing the accreted ice from the POA into cylindrical cores and shear beams. The ice was harvested by cutting large cubes out of the in situ mass with a chainsaw and then lifting these onto the port deck using a crane. The cubes were then transported to a laboratory walk-in freezer to be processed. Ice cores were drilled from the cubes using a custom-fabricated core bit made from metal tubing and hole saws. This simple core bit quickly produced smooth ice surfaces, provided there was a mechanism for evacuating the cut ice chips during drilling. To facilitate this, an alignment template was used to locate and drill two adjoining evacuation holes prior to coring. These evacuation holes had to be precisely located to be adjacent, parallel, and connected with the outside diameter of the forthcoming core, but were not allowed to impinge on the core. With this new method, an ice block can be converted into up to a dozen test-ready compression ice cores within a few hours. The variability in the diameter of the ice cores was found to be small, with a coefficient of variation of < 0.4%.

Get full access to this article

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

Data Availability Statement

All data, models, and code that support the findings of this study, including the plans and drawings for the ice-coring bit, are available from the corresponding author upon reasonable request.

Acknowledgments

The authors would like to express their gratitude to John Zufelt, the Greatland Tree Service, the Loken Crane Company, Steve Ribuffo and Shannon Martindale at the Port of Alaska, Dr Tom Ravens, Corbin Rowe, Tim Kirk, and the UAA students John Morton, John Scott, Hailey Swirbul, and Keelin McKeon. This project was made possible by funds donated by a ConocoPhillips Alaska Arctic Science and Engineering Award through the UAA, for which the authors are very grateful.

References

Chipmunk Drill. 2021. Accessed February 11, 2021. https://icedrill.org/equipment/chipmunk-drill.
Cox, B. G. F. N., and W. F. Weeks. 1986. “Sea-ice samples during shipping and storage.” J. Glaciol. 32 (112): 371–375. https://doi.org/10.3189/S0022143000012065.
Frederking, R. M. W., O. J. Svec, and G. W. Timco. 1988. “On measuring the shear strength of ice.” In Vol. 3 of Proc., 9th Int. Symp. on Ice, 76–88. Beijing: IAHR.
Frederking, R. M. W., and G. W. Timco. 1984. “Measurement of shear strength of granular/discontinuous-columnar sea ice.” Cold Reg. Sci. Technol. 9: 215–220. https://doi.org/10.1016/0165-232X(84)90068-5.
Haynes, F. D., and M. Mellor. 1977. “Measuring the uniaxial compressive strength of ice.” J. Glaciol. 19 (81): 213–223. https://doi.org/10.3189/s0022143000029294.
Kovacs Coring Systems. n.d. Accessed February 11, 2021. https://kovacsicedrillingequipment.com/coring-systems/mark-ii/.
Langmann, J. 2023. “Investigation of ice crushing forces on vertical piles with tidally accreted ice.” M.S. thesis, Dept. of Civil Engineering, Univ. of Alaska Anchorage.
Løset, S., and A. Marchenko. 2009. “Field studies and numerical simulations of ice bustles on vertical piles.” Cold Reg. Sci. Technol. 58 (1–2): 15–28. https://doi.org/10.1016/j.coldregions.2009.03.007.
Moslet, P. O. 2007. “Field testing of uniaxial compression strength of columnar sea ice.” Cold Reg. Sci. Technol. 48 (1): 1–14. https://doi.org/10.1016/j.coldregions.2006.08.025.
Repetto-Llamazares, A. H. V., K. V. Høyland, and K. U. Evers. 2011. “Experimental studies on shear failure of freeze-bonds in saline ice: Part I. Set-up, failure mode and freeze-bond strength.” Cold Reg. Sci. Technol. 65 (3): 286–297. https://doi.org/10.1016/j.coldregions.2010.12.001.
Sakharov, A., E. Karulin, A. Marchenko, M. Karulina, and P. Chistyakov. 2019. “Mechanism of shear collapse in sea ice.” In Proc., Int. Conf. on Port and Ocean Engineering Under Arctic Conditions. Delft, Netherlands: Delft University of Technology.
Schulson, E. M. 2001. “Brittle failure of ice.” Eng. Fract. Mech. 68 (17–18): 1839–1887. https://doi.org/10.1016/S0013-7944(01)00037-6.
Thomsen, S., M. H. Hansen, J. P. Lillethorup, F. S. Tirsgaard, A. Flytkjær, C. Melvad, S. Rysgaard, and D. F. Carlson. 2020. “An affordable and miniature ice coring drill for rapid acquisition of small iceberg samples.” HardwareX 7: 1–10. https://doi.org/10.1016/j.ohx.2020.e00101.
Timco, G. W., and W. F. Weeks. 2010. “A review of the engineering properties of sea ice.” Cold Reg. Sci. Technol. 60 (2): 107–129. https://doi.org/10.1016/j.coldregions.2009.10.003.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 38Issue 4December 2024

History

Received: Sep 12, 2023
Accepted: Feb 18, 2024
Published online: Aug 19, 2024
Published in print: Dec 1, 2024
Discussion open until: Jan 19, 2025

Permissions

Request permissions for this article.

Authors

Affiliations

Jasmine Langmann, M.ASCE
Special Inspector, Alaska Testlab, Anchorage, AK 99508.
Professor and Chair, Dept. of Civil Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508 (corresponding author). ORCID: https://orcid.org/0000-0002-3500-2685. Email: [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