Coring of unconsolidated permafrost deposits: methodological successes and challenges
This technical note presents three scales of drilling infrastructure for comparison. These three methods include: (1) a small hand-drill designed for retrieving cores down to ca. 5 m depth, (2) the medium-scale UNIS Permafrost Drill Rig (down to ca. 50 m depth), and (3) an industrial drill rig desig...
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ftunivbergen:oai:bora.uib.no:1956/17626 2023-05-15T17:56:46+02:00 Coring of unconsolidated permafrost deposits: methodological successes and challenges Gilbert, Graham Lewis Christiansen, Hanne H Neumann, Ulrich 2015 application/pdf https://hdl.handle.net/1956/17626 eng eng GEOQuébec2015 Proceedings GeoQuébec 2015 – 68th Canadian Geotechnical Conference and 7th Canadian Permafrost Conference https://hdl.handle.net/1956/17626 In: Proceedings GeoQuébec 2015 – 68th Canadian Geotechnical Conference and 7th Canadian Permafrost Conference, 20–23 September 2015, Québec, Canada. Paper 6 pp. Copyright The Author(s) Chapter Peer reviewed 2015 ftunivbergen 2023-03-14T17:44:49Z This technical note presents three scales of drilling infrastructure for comparison. These three methods include: (1) a small hand-drill designed for retrieving cores down to ca. 5 m depth, (2) the medium-scale UNIS Permafrost Drill Rig (down to ca. 50 m depth), and (3) an industrial drill rig designed for coring to depths of greater than 1 km. All methods vary with respect to maximum drill depth, operational cost, and ease of transport throughout the landscape. publishedVersion Book Part permafrost University of Bergen: Bergen Open Research Archive (BORA-UiB) |
institution |
Open Polar |
collection |
University of Bergen: Bergen Open Research Archive (BORA-UiB) |
op_collection_id |
ftunivbergen |
language |
English |
description |
This technical note presents three scales of drilling infrastructure for comparison. These three methods include: (1) a small hand-drill designed for retrieving cores down to ca. 5 m depth, (2) the medium-scale UNIS Permafrost Drill Rig (down to ca. 50 m depth), and (3) an industrial drill rig designed for coring to depths of greater than 1 km. All methods vary with respect to maximum drill depth, operational cost, and ease of transport throughout the landscape. publishedVersion |
format |
Book Part |
author |
Gilbert, Graham Lewis Christiansen, Hanne H Neumann, Ulrich |
spellingShingle |
Gilbert, Graham Lewis Christiansen, Hanne H Neumann, Ulrich Coring of unconsolidated permafrost deposits: methodological successes and challenges |
author_facet |
Gilbert, Graham Lewis Christiansen, Hanne H Neumann, Ulrich |
author_sort |
Gilbert, Graham Lewis |
title |
Coring of unconsolidated permafrost deposits: methodological successes and challenges |
title_short |
Coring of unconsolidated permafrost deposits: methodological successes and challenges |
title_full |
Coring of unconsolidated permafrost deposits: methodological successes and challenges |
title_fullStr |
Coring of unconsolidated permafrost deposits: methodological successes and challenges |
title_full_unstemmed |
Coring of unconsolidated permafrost deposits: methodological successes and challenges |
title_sort |
coring of unconsolidated permafrost deposits: methodological successes and challenges |
publisher |
GEOQuébec2015 |
publishDate |
2015 |
url |
https://hdl.handle.net/1956/17626 |
genre |
permafrost |
genre_facet |
permafrost |
op_relation |
Proceedings GeoQuébec 2015 – 68th Canadian Geotechnical Conference and 7th Canadian Permafrost Conference https://hdl.handle.net/1956/17626 In: Proceedings GeoQuébec 2015 – 68th Canadian Geotechnical Conference and 7th Canadian Permafrost Conference, 20–23 September 2015, Québec, Canada. Paper 6 pp. |
op_rights |
Copyright The Author(s) |
_version_ |
1766165042168856576 |