Creep of model piles in frozen soil
Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and steel, having different surface finishes, embedded in artificially frozen sand and subject to constant loads, are reported in this paper. The displacement rate gamma was found to vary with the applied st...
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| Format: | Article in Journal/Newspaper |
| Language: | English |
| Published: |
1979
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| Online Access: | https://nrc-publications.canada.ca/eng/view/ft/?id=d41221ab-aec3-4093-9653-b2544f659374 https://nrc-publications.canada.ca/eng/view/object/?id=d41221ab-aec3-4093-9653-b2544f659374 https://nrc-publications.canada.ca/fra/voir/objet/?id=d41221ab-aec3-4093-9653-b2544f659374 |
| Summary: | Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and steel, having different surface finishes, embedded in artificially frozen sand and subject to constant loads, are reported in this paper. The displacement rate gamma was found to vary with the applied stress tau[f], according to a steady state creep equation of the type gamma is approximately equal to (tau[ f])[n], as found for other viscoelastic materials such as metals at high temperature. The value of the exponent n varied between 6.7 and 9.1 for various types of piles. The results agreed favourably with field data obtained from pile pull-out tests carried out at Gillam and Thompson, Manitoba. The value of n from Gillam and Thompson tests, 8. 05 and 7.5, respectively, were within the range of the present experimental values. Comparison with pile pull-out tests carried out in ice, and theoretical predictions for ice showed that the value of the exponent n was much larger for frozen soil than for ice. The bearing capacity at a particular displacement rate was also found to be almost an order of magnitude larger in frozen soil than in ice. On rapporte ici les résultats préliminaires d'études de laboratoire sur le comportement de pieux modèles en bois, en béton en en acier, ayant des finis de surface différents, enfouis dans un sable gelé artificiellement et soumis à des charges constantes. On a établi que la vitesse de déplacement gamma varie avec la contrainte appliquée tau[f] suivant une loi de fluage en régime permanent du type gamma est approximativement égale à (tau[f])[n], semblable à celle valable dans d'autres matériaux viscoélastiques tels que les métaux à haute température. La valeur de l'exposant n varie de 6.7 à 9.1 pour différents types de pieux. Les résultats concordent bien avec les observations de chantier faites au cours d'essais d'arrachement de pieux à Gillam et Thompson, Manitoba. Les valeurs de n déduites des essais de Gillam et Thompson, soit 8.05 et 7.5 respectivement, sont à l'intérieur du ... |
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