Laboratory tests on downdrag loads developed by floating ice covers on vertical piles

Systematic laboratory tests were carried out to determine the effects of deflection rate, ice thickness and pile diameter on vertically acting ice loads on piles. Wooden piles with diameters ranging from 50 to 145 mm were used in ice thicknesses from 25 to 200 mm. Tests were done at constant nominal...

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Main Author: Frederking, R. M. W.
Format: Article in Journal/Newspaper
Language:English
Published: 1979
Subjects:
Online Access:https://nrc-publications.canada.ca/eng/view/ft/?id=0b79c954-ac69-45a9-a1b6-3e37f5a84d6a
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spelling ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:20338174 2024-09-15T17:50:07+00:00 Laboratory tests on downdrag loads developed by floating ice covers on vertical piles Frederking, R. M. W. 1979 text https://nrc-publications.canada.ca/eng/view/ft/?id=0b79c954-ac69-45a9-a1b6-3e37f5a84d6a https://nrc-publications.canada.ca/eng/view/object/?id=0b79c954-ac69-45a9-a1b6-3e37f5a84d6a https://nrc-publications.canada.ca/fra/voir/objet/?id=0b79c954-ac69-45a9-a1b6-3e37f5a84d6a eng eng POAC 79 Proceedings: Fifth International Conference on Port and Ocean Engineering Under Arctic Conditions: 13 August 1979, Trondheim, Norway, POAC 79, Fifth International Conference on Port and Ocean Engineering Under Arctic Conditions, August 13, 1979, Trondheim, Norway, Volume: 2, Publication date: 1979, Pages: 1097–1110 report_number:DBR-P-874 ice loads charge de glace laboratory tests essai de laboratoire piles pieu article 1979 ftnrccanada 2024-08-05T14:05:07Z Systematic laboratory tests were carried out to determine the effects of deflection rate, ice thickness and pile diameter on vertically acting ice loads on piles. Wooden piles with diameters ranging from 50 to 145 mm were used in ice thicknesses from 25 to 200 mm. Tests were done at constant nominal deflection rates. Pile load was observed to increase with increasing deflection rate. Unit pile load increased with increasing ice thickness and decreased with increasing pile diameter. L'auteur effectue des essais systématiques en laboratoire afin de déterminer les effets de la vitesse de fléchissement, de l'épaisseur de la glace et du diamètre des pieux sur les charges verticales de la glace sur ces pieux. L'auteur utilise des pieux de bois d'un diamètre de 50 à 145 mm dans des épaisseurs de glace de 25 à 200 mm. Les essais sont effectués à des vitesses de fléchissement nominales constantes. L'auteur constate une augmentation de la charge sur le pieu à mesure que s'accroît la vitesse de fléchissement. La charge unitaire sur les pieux augmente avec l'accroissement de l'épaisseur de la glace et diminue avec l'accroissement du diamètre du pieu. Peer reviewed: Yes NRC publication: Yes Article in Journal/Newspaper Arctic National Research Council Canada: NRC Publications Archive
institution Open Polar
collection National Research Council Canada: NRC Publications Archive
op_collection_id ftnrccanada
language English
topic ice loads
charge de glace
laboratory tests
essai de laboratoire
piles
pieu
spellingShingle ice loads
charge de glace
laboratory tests
essai de laboratoire
piles
pieu
Frederking, R. M. W.
Laboratory tests on downdrag loads developed by floating ice covers on vertical piles
topic_facet ice loads
charge de glace
laboratory tests
essai de laboratoire
piles
pieu
description Systematic laboratory tests were carried out to determine the effects of deflection rate, ice thickness and pile diameter on vertically acting ice loads on piles. Wooden piles with diameters ranging from 50 to 145 mm were used in ice thicknesses from 25 to 200 mm. Tests were done at constant nominal deflection rates. Pile load was observed to increase with increasing deflection rate. Unit pile load increased with increasing ice thickness and decreased with increasing pile diameter. L'auteur effectue des essais systématiques en laboratoire afin de déterminer les effets de la vitesse de fléchissement, de l'épaisseur de la glace et du diamètre des pieux sur les charges verticales de la glace sur ces pieux. L'auteur utilise des pieux de bois d'un diamètre de 50 à 145 mm dans des épaisseurs de glace de 25 à 200 mm. Les essais sont effectués à des vitesses de fléchissement nominales constantes. L'auteur constate une augmentation de la charge sur le pieu à mesure que s'accroît la vitesse de fléchissement. La charge unitaire sur les pieux augmente avec l'accroissement de l'épaisseur de la glace et diminue avec l'accroissement du diamètre du pieu. Peer reviewed: Yes NRC publication: Yes
format Article in Journal/Newspaper
author Frederking, R. M. W.
author_facet Frederking, R. M. W.
author_sort Frederking, R. M. W.
title Laboratory tests on downdrag loads developed by floating ice covers on vertical piles
title_short Laboratory tests on downdrag loads developed by floating ice covers on vertical piles
title_full Laboratory tests on downdrag loads developed by floating ice covers on vertical piles
title_fullStr Laboratory tests on downdrag loads developed by floating ice covers on vertical piles
title_full_unstemmed Laboratory tests on downdrag loads developed by floating ice covers on vertical piles
title_sort laboratory tests on downdrag loads developed by floating ice covers on vertical piles
publishDate 1979
url https://nrc-publications.canada.ca/eng/view/ft/?id=0b79c954-ac69-45a9-a1b6-3e37f5a84d6a
https://nrc-publications.canada.ca/eng/view/object/?id=0b79c954-ac69-45a9-a1b6-3e37f5a84d6a
https://nrc-publications.canada.ca/fra/voir/objet/?id=0b79c954-ac69-45a9-a1b6-3e37f5a84d6a
genre Arctic
genre_facet Arctic
op_relation POAC 79 Proceedings: Fifth International Conference on Port and Ocean Engineering Under Arctic Conditions: 13 August 1979, Trondheim, Norway, POAC 79, Fifth International Conference on Port and Ocean Engineering Under Arctic Conditions, August 13, 1979, Trondheim, Norway, Volume: 2, Publication date: 1979, Pages: 1097–1110
report_number:DBR-P-874
_version_ 1810291961547980800