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Record #167247:

Frost heave and pipeline upheaval buckling / Andrew C. Paler, Peter J. Williams.

Title: Frost heave and pipeline upheaval buckling / Andrew C. Paler, Peter J. Williams.
Author(s): Paler, Andrew C.
Williams, Peter J.
Date: 2003.
In: Canadian Geotechnical Journal. (2003.), Vol. 40(5) (2003)
Abstract: French Abstract. Describes how interaction between frost heave and upheaval buckling might threaten safety of an Arctic pipeline. Examines potential for horizontal variations in frost heave, arising from, e.g., natural variations of soil and thermal conditions, to cause small overbends in pipeline which then trigger upheaval buckling because of longitudinal compression in pipeline. Presents simple model of upheaval and quantifies interaction with locally enhanced frost heave. Calculates for typical parameters that a 0.25 m high 'hill' caused by frost heave over 200 m of pipeline would be unstable. Concludes that frost heave and upheaval can in some circumstances interact to threaten pipeline integrity.
Notes:

Canadian Geotechnical Journal. Vol. 40(5) :1033-1038 (2003).

Keywords: 551.34 -- Geocryology. Frozen ground.
551.343 -- Periglacial processes. Thermokarst.
519.673 -- Modelling.
62 -- Engineering and technology.
551.345 -- Permafrost. Cryopedology.
62(211) -- Engineering in cold regions.
624.144 -- Damage caused by snow and ice.
624.139 -- Engineering in frozen ground.
621.644 -- Pipelines.
624.139.22 -- Frost heave.
.000(410) -- British author.
E12 -- Glaciology: frozen ground / snow and ice engineering.
(*3) -- Arctic regions.
SPRI record no.: 167247

MARCXML

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035 ## ‡aSPRI-167247
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100 1# ‡aPaler, Andrew C.
245 10 ‡aFrost heave and pipeline upheaval buckling /‡cAndrew C. Paler, Peter J. Williams.
260 ## ‡a[S.l.] :‡b[s.n.],‡c2003.
300 ## ‡ap. 1033-1038 :‡bill., diags.
500 ## ‡aCanadian Geotechnical Journal. Vol. 40(5) :1033-1038 (2003).
520 3# ‡aFrench Abstract. Describes how interaction between frost heave and upheaval buckling might threaten safety of an Arctic pipeline. Examines potential for horizontal variations in frost heave, arising from, e.g., natural variations of soil and thermal conditions, to cause small overbends in pipeline which then trigger upheaval buckling because of longitudinal compression in pipeline. Presents simple model of upheaval and quantifies interaction with locally enhanced frost heave. Calculates for typical parameters that a 0.25 m high 'hill' caused by frost heave over 200 m of pipeline would be unstable. Concludes that frost heave and upheaval can in some circumstances interact to threaten pipeline integrity.
650 07 ‡a551.34 -- Geocryology. Frozen ground.‡2udc
650 07 ‡a551.343 -- Periglacial processes. Thermokarst.‡2udc
650 07 ‡a519.673 -- Modelling.‡2udc
650 07 ‡a62 -- Engineering and technology.‡2udc
650 07 ‡a551.345 -- Permafrost. Cryopedology.‡2udc
650 07 ‡a62(211) -- Engineering in cold regions.‡2udc
650 07 ‡a624.144 -- Damage caused by snow and ice.‡2udc
650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc
650 07 ‡a621.644 -- Pipelines.‡2udc
650 07 ‡a624.139.22 -- Frost heave.‡2udc
650 07 ‡a.000(410) -- British author.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
651 #7 ‡a(*3) -- Arctic regions.‡2udc
700 1# ‡aWilliams, Peter J.
773 0# ‡7nnas ‡tCanadian Geotechnical Journal. ‡gVol. 40(5) (2003) ‡wSPRI-38252
917 ## ‡aUnenhanced record from Muscat, imported 2019
948 3# ‡a20220925