Scott Polar Research InstituteSPRI library catalogue
Search the catalogue
Browse recordsView a record
Please note: You are viewing the legacy database of the Scott Polar Research Institute Library catalogue. It is no longer being updated, so does not reliably reflect our current library holdings.
Please search for material in iDiscover for up-to-date information about the library collection.
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 20230528213429.0 007 ta 008 230528s1992####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# ‡a20230528