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Record #119389:
- #119389
Main publication details
MARC recordNew frost heave prediction method for design of northern pipelines / J.F. Nixon.
| Title: | New frost heave prediction method for design of northern pipelines / J.F. Nixon. |
| Author(s): | Nixon, J. F. Nixon, Derick. |
| Date: | 1992. |
| Publisher: | Golden, CO: International Society of Offshore and Polar Engineers (ISOPE) |
| In: | Proceedings of the Second (1992) International Offshore and Polar Engineering Conference. Vol. 2. (1992.), |
| Abstract: | Design of chilled pipelines through discontinuous permafrost areas requires knowledge of interaction between pipe and differential heave that can occur across thermal interface between frozen and unfrozen ground. Three primary components in design process are discussed: thermal interface, pipeline frost heave, and uplift resistance. |
| Notes: | In: The proceedings of the Second (1992) International Offshore and Polar Engineering Conference. Vol. 2 / Michael S. Triantafyllou, Jin S. Chung, Karel Karal, Alfred L. Tunik, eds. |
| Keywords: | 624.139 -- Engineering in frozen ground. 624.139.22 -- Frost heave. 621.644 -- Pipelines. E12 -- Glaciology: frozen ground / snow and ice engineering. (*3) -- Arctic regions. |
| SPRI record no.: | 119389 |
LDR 01592naa#a2200000#a#4500 001 SPRI-119389 005 20231130114204.0 007 ta 008 231130s1992####couab##|#####|0||#0#eng#d 035 ## ‡aSPRI-119389 040 ## ‡aUkCU-P‡beng‡eaacr 100 1# ‡aNixon, J. F. 245 10 ‡aNew frost heave prediction method for design of northern pipelines /‡cJ.F. Nixon. 260 ## ‡aGolden, CO :‡bInternational Society of Offshore and Polar Engineers (ISOPE),‡c1992. 300 ## ‡ap. 32-39 :‡bdiags., map. 500 ## ‡aIn: The proceedings of the Second (1992) International Offshore and Polar Engineering Conference. Vol. 2 / Michael S. Triantafyllou, Jin S. Chung, Karel Karal, Alfred L. Tunik, eds. 520 3# ‡aDesign of chilled pipelines through discontinuous permafrost areas requires knowledge of interaction between pipe and differential heave that can occur across thermal interface between frozen and unfrozen ground. Three primary components in design process are discussed: thermal interface, pipeline frost heave, and uplift resistance. 650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc 650 07 ‡a624.139.22 -- Frost heave.‡2udc 650 07 ‡a621.644 -- Pipelines.‡2udc 650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local 651 #7 ‡a(*3) -- Arctic regions.‡2udc 700 1# ‡aNixon, Derick.‡g(alternative name) 773 0# ‡7nnam ‡aMichael S. Triantafyllou, Jin S. Chung, Karel Karal, Alfred L. Tunik, eds. ‡tProceedings of the Second (1992) International Offshore and Polar Engineering Conference. Vol. 2. ‡dGolden, CO : International Society of Offshore and Polar Engineers (ISOPE), 1992. ‡wSPRI-119457 917 ## ‡aUnenhanced record from Muscat, imported 2019 948 3# ‡a20231130