Increased access to the polar regions requires increased infrastructure. Design and construction of this infrastructure can only be achieved by accurately estimating surface bearing capacity. We reviewed contemporary methods for determining bearing capacity in soils and applied these to data obtained from almost 100 cone penetration tests conducted in Antarctica. Numerous direct and indirect methods exist to enable estimation of surface bearing capacity in polar snow, but the preferred method is the rate-controllable, friction-sleeve equipped, cone penetration test (CPT). Application of this and similar techniques is essential to ensure the correct design and construction of infrastructure in ever-more trafficked polar regions.
Details
Title
Estimating bearing capacity of polar snow using the Cone Penetration Test (CPT)
Authors
A.B. McCallum (Author) - University of the Sunshine Coast, Queensland, School of Science, Technology and Engineering
G. White (Author) - University of the Sunshine Coast, Queensland, School of Science, Technology and Engineering
Contributors
Guido Gottardi (Editor) - University of Bologna
Laura Tonni (Editor) - University of Bologna
Publication details
Cone Penetration Testing 2022, pp.1010-1015
Conference details
International Symposium on Cone Penetration Testing, 5th (Bologna, Italy, 08-Jun-2022–10-Jun-2022)
Indigenous and Transcultural Research Centre; University of the Sunshine Coast, Queensland; Cancer Research Cluster; School of Science, Technology and Engineering