Axial Performance of Continuous-Flight Pile in Frozen Soil ...
Piles are commonly used in the Canadian Arctic as a foundation solution. Steel pipe shaft pile, which is a conventional pile type in the Arctic, is placed in an oversized pre-drilled hole and then the annulus is backfilled with gravel slurries or grout designed to cure (i.e., a process called freeze...
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University of Alberta Library
2023
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Online Access: | https://dx.doi.org/10.7939/r3-wsmq-8a58 https://era.library.ualberta.ca/items/9382dfe9-a581-41a8-9a08-154033e34e3b |
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ftdatacite:10.7939/r3-wsmq-8a58 2023-12-31T10:03:20+01:00 Axial Performance of Continuous-Flight Pile in Frozen Soil ... Gao, Shuai 2023 https://dx.doi.org/10.7939/r3-wsmq-8a58 https://era.library.ualberta.ca/items/9382dfe9-a581-41a8-9a08-154033e34e3b unknown University of Alberta Library ScholarlyArticle article-journal Text/Thesis Text 2023 ftdatacite https://doi.org/10.7939/r3-wsmq-8a58 2023-12-01T10:54:46Z Piles are commonly used in the Canadian Arctic as a foundation solution. Steel pipe shaft pile, which is a conventional pile type in the Arctic, is placed in an oversized pre-drilled hole and then the annulus is backfilled with gravel slurries or grout designed to cure (i.e., a process called freezeback) at cold temperatures. However, the construction is labor-intensive and freezeback is time-consuming. Additionally, conventional steel pipe piles may provide lower adfreeze strength between backfill and frozen soil than other methods. As an innovative foundation option, continuous-flight piles consist of a steel tube with continuous spiral flights and a tapered lower segment. These piles can be installed by applying a compressive load and torque to the pile head. Owing to the difference in pile construction and soil-pile interface, continuous-flight piles have advantages such as large capacities, rapid installation, lightweight, and reusability in non-frozen soils. Consequently, continuous-flight piles may ... Text Arctic DataCite Metadata Store (German National Library of Science and Technology) |
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DataCite Metadata Store (German National Library of Science and Technology) |
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description |
Piles are commonly used in the Canadian Arctic as a foundation solution. Steel pipe shaft pile, which is a conventional pile type in the Arctic, is placed in an oversized pre-drilled hole and then the annulus is backfilled with gravel slurries or grout designed to cure (i.e., a process called freezeback) at cold temperatures. However, the construction is labor-intensive and freezeback is time-consuming. Additionally, conventional steel pipe piles may provide lower adfreeze strength between backfill and frozen soil than other methods. As an innovative foundation option, continuous-flight piles consist of a steel tube with continuous spiral flights and a tapered lower segment. These piles can be installed by applying a compressive load and torque to the pile head. Owing to the difference in pile construction and soil-pile interface, continuous-flight piles have advantages such as large capacities, rapid installation, lightweight, and reusability in non-frozen soils. Consequently, continuous-flight piles may ... |
format |
Text |
author |
Gao, Shuai |
spellingShingle |
Gao, Shuai Axial Performance of Continuous-Flight Pile in Frozen Soil ... |
author_facet |
Gao, Shuai |
author_sort |
Gao, Shuai |
title |
Axial Performance of Continuous-Flight Pile in Frozen Soil ... |
title_short |
Axial Performance of Continuous-Flight Pile in Frozen Soil ... |
title_full |
Axial Performance of Continuous-Flight Pile in Frozen Soil ... |
title_fullStr |
Axial Performance of Continuous-Flight Pile in Frozen Soil ... |
title_full_unstemmed |
Axial Performance of Continuous-Flight Pile in Frozen Soil ... |
title_sort |
axial performance of continuous-flight pile in frozen soil ... |
publisher |
University of Alberta Library |
publishDate |
2023 |
url |
https://dx.doi.org/10.7939/r3-wsmq-8a58 https://era.library.ualberta.ca/items/9382dfe9-a581-41a8-9a08-154033e34e3b |
genre |
Arctic |
genre_facet |
Arctic |
op_doi |
https://doi.org/10.7939/r3-wsmq-8a58 |
_version_ |
1786820609348468736 |