TECHNICAL PAPERS
Sep 1, 1996

Long-Term Pile Load Testing System Performance in Saline and Ice-Rich Permafrost

Publication: Journal of Cold Regions Engineering
Volume 10, Issue 3

Abstract

A long-term pile load testing program was completed at two distant early warning (DEW) line sites; two piles were embedded into a tabular ice body, and three in a saline fine-grained soil. The piles were loaded in compression using a hydraulic cylinder system coupled with a large accumulator to maintain the load as the piles displaced. A self-contained data-logging system was utilized to record loads, hydraulic pressures, displacements, and temperatures for one year without interruption or intervention. Test durations varied from two months to three years, the longer tests requiring annual changing of the logger batteries and incremental increases to the pile load. The loading system worked well except in the instance where the accumulator was initially overfilled with oil. The data-acquisition system performed as designed, except when water leaked into the container through a poor seal. The grout-backfilled piles gave greater capacities than expected, particularly in saline permafrost. The soil slurry backfilled pile in ice behaved as predicted by current design guidelines.

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References

1.
Biggar, K. W., and Sego, D. C.(1993a). “Field pile load tests in saline permafrost, Part I: Test procedures and results.”Can. Geotech. J., Ottawa, Canada, 30, 34–45.
2.
Biggar, K. W., and Sego, D. C.(1993b). “The strength and deformation behaviour of model adfreeze and grouted piles in saline frozen soil.”Can. Geotech. J., Ottawa, Canada, 30, 319–337.
3.
Biggar, K. W., and Hoang, P. (1994). “The compilation of geotechnical information from the short range radar sites into a public domain database.”Proc., 7th Int. Cold Regions Engrg. Spec. Conf., D. W. Smith and D. C. Sego, eds., CSCE, Montreal, Canada, 647–656.
4.
Biggar, K. W., and Sego, D. C.(1994). “Time dependent displacement behaviour of model adfreeze and grouted piles in saline permafrost.”Can. Geotech. J., Ottawa, Canada, 31, 395–406.
5.
Hivon, E. G. (1991). “Behaviour of saline frozen soils,” PhD thesis, Univ. of Alberta, Edmonton, Albta., Canada, 435.
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Hutchinson, D. J. (1989). “Model pile load tests in frozen saline silty sand,” MSc thesis, Univ. of Alberta, Edmonton, Albta., Canada, 222.
7.
Miller, D. L., and Johnson, L. A. (1990). “Pile settlement in saline permafrost: a case history.”Proc., 5th Can. Permafrost Conf., Centre d'Etude Nordiques de l'Universite Laval, Quebec, Canada, 371–378.
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Nixon, J. F.(1988). “Pile load tests in saline permafrost at Clyde River, Northwest Territories.”Can. Geotech. J., 25, 24–31.
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Nixon, J. F., and Neukirchner, R. J.(1984). “Design of vertical and laterally loaded piles in saline permafrost.”Proc., 3rd Int. Spec. Conf. on Cold Regions Engrg., Can. Soc. of Civ. Engrg., Edmonton, Albta., 6, 131–144.
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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 10Issue 3September 1996
Pages: 149 - 162

History

Published online: Sep 1, 1996
Published in print: Sep 1996

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Authors

Affiliations

K. W. Biggar
Assoc. Prof., Civ. Engrg. Dept., Univ. of Alberta, Edmonton, AB, T6G 2G7, Canada.
D. C. Sego, Member, ASCE,
Prof., Civ. Engrg. Dept., Univ. of Alberta, Edmonton, AB, T6G 2G7, Canada.
R. P. Stahl
Grad. Student, Civ. Engrg. Dept., Univ. of Alberta, Edmonton, AB, T6G 2G7, Canada.

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