Rate-controlled cone penetration tests in permafrost

Cone penetration tests (CPTs) were carried out in the summers of 1999 and 2000 in a permafrost mound near Umiujaq, in northern Quebec, Canada, to study the cryostratigraphy and assess the creep behaviour of permafrost. A new linear pushing system using an actuator technology was specifically designe...

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Published in:Canadian Geotechnical Journal
Main Authors: Buteau, Sylvie, Fortier, Richard, Allard, Michel
Format: Article in Journal/Newspaper
Language:English
Published: Canadian Science Publishing 2005
Subjects:
Ice
Online Access:http://dx.doi.org/10.1139/t04-093
http://www.nrcresearchpress.com/doi/pdf/10.1139/t04-093
id crcansciencepubl:10.1139/t04-093
record_format openpolar
spelling crcansciencepubl:10.1139/t04-093 2024-04-07T07:53:06+00:00 Rate-controlled cone penetration tests in permafrost Buteau, Sylvie Fortier, Richard Allard, Michel 2005 http://dx.doi.org/10.1139/t04-093 http://www.nrcresearchpress.com/doi/pdf/10.1139/t04-093 en eng Canadian Science Publishing http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining Canadian Geotechnical Journal volume 42, issue 1, page 184-197 ISSN 0008-3674 1208-6010 Civil and Structural Engineering Geotechnical Engineering and Engineering Geology journal-article 2005 crcansciencepubl https://doi.org/10.1139/t04-093 2024-03-08T00:37:42Z Cone penetration tests (CPTs) were carried out in the summers of 1999 and 2000 in a permafrost mound near Umiujaq, in northern Quebec, Canada, to study the cryostratigraphy and assess the creep behaviour of permafrost. A new linear pushing system using an actuator technology was specifically designed and developed to accurately control the penetration rate of the cone in the permafrost. This system has a load capacity of about 113 kN at a maximum penetration rate of 1.5875 cm/s and a stroke of 120 cm and can provide constant penetration rates as low as 4 × 10 –6 cm/s. It can be disassembled in pieces for easy hand transport and use in remote locations. Two different types of CPT were performed in the permafrost mound: stratigraphic profiling and creep test. The first type is a quasi-static CPT at a penetration rate of 0.1 cm/s, providing a stratigraphic profile of permafrost in terms of the measurement of penetrometer sensors as a function of depth. The second type is a series of quasi-static CPTs at incremental rates of penetration, from 10 –4 to 10 –2 cm/s, carried out in a homogeneous layer to study the creep behaviour of permafrost. Five distinct zones (unfrozen and frozen active layer, permafrost, cryotic but unfrozen ground, and perennially noncryotic ground) can be identified in the stratigraphic profiles. The creep exponents calculated from the creep tests range from 12 to 35 for the ice-poor frozen active layer and from 4 to 11 for the ice-rich permafrost. Key words: cone penetration test, permafrost, rate-controlled, creep behaviour, cryostratigraphy. Article in Journal/Newspaper Ice permafrost Umiujaq Canadian Science Publishing Canada Umiujaq ENVELOPE(-76.549,-76.549,56.553,56.553) Canadian Geotechnical Journal 42 1 184 197
institution Open Polar
collection Canadian Science Publishing
op_collection_id crcansciencepubl
language English
topic Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology
spellingShingle Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology
Buteau, Sylvie
Fortier, Richard
Allard, Michel
Rate-controlled cone penetration tests in permafrost
topic_facet Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology
description Cone penetration tests (CPTs) were carried out in the summers of 1999 and 2000 in a permafrost mound near Umiujaq, in northern Quebec, Canada, to study the cryostratigraphy and assess the creep behaviour of permafrost. A new linear pushing system using an actuator technology was specifically designed and developed to accurately control the penetration rate of the cone in the permafrost. This system has a load capacity of about 113 kN at a maximum penetration rate of 1.5875 cm/s and a stroke of 120 cm and can provide constant penetration rates as low as 4 × 10 –6 cm/s. It can be disassembled in pieces for easy hand transport and use in remote locations. Two different types of CPT were performed in the permafrost mound: stratigraphic profiling and creep test. The first type is a quasi-static CPT at a penetration rate of 0.1 cm/s, providing a stratigraphic profile of permafrost in terms of the measurement of penetrometer sensors as a function of depth. The second type is a series of quasi-static CPTs at incremental rates of penetration, from 10 –4 to 10 –2 cm/s, carried out in a homogeneous layer to study the creep behaviour of permafrost. Five distinct zones (unfrozen and frozen active layer, permafrost, cryotic but unfrozen ground, and perennially noncryotic ground) can be identified in the stratigraphic profiles. The creep exponents calculated from the creep tests range from 12 to 35 for the ice-poor frozen active layer and from 4 to 11 for the ice-rich permafrost. Key words: cone penetration test, permafrost, rate-controlled, creep behaviour, cryostratigraphy.
format Article in Journal/Newspaper
author Buteau, Sylvie
Fortier, Richard
Allard, Michel
author_facet Buteau, Sylvie
Fortier, Richard
Allard, Michel
author_sort Buteau, Sylvie
title Rate-controlled cone penetration tests in permafrost
title_short Rate-controlled cone penetration tests in permafrost
title_full Rate-controlled cone penetration tests in permafrost
title_fullStr Rate-controlled cone penetration tests in permafrost
title_full_unstemmed Rate-controlled cone penetration tests in permafrost
title_sort rate-controlled cone penetration tests in permafrost
publisher Canadian Science Publishing
publishDate 2005
url http://dx.doi.org/10.1139/t04-093
http://www.nrcresearchpress.com/doi/pdf/10.1139/t04-093
long_lat ENVELOPE(-76.549,-76.549,56.553,56.553)
geographic Canada
Umiujaq
geographic_facet Canada
Umiujaq
genre Ice
permafrost
Umiujaq
genre_facet Ice
permafrost
Umiujaq
op_source Canadian Geotechnical Journal
volume 42, issue 1, page 184-197
ISSN 0008-3674 1208-6010
op_rights http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining
op_doi https://doi.org/10.1139/t04-093
container_title Canadian Geotechnical Journal
container_volume 42
container_issue 1
container_start_page 184
op_container_end_page 197
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