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Record #125779:
- #125779
Main publication details
MARC recordUplift resistance of pipelines buried in frozen ground / J.F. Nixon, Beez Hazen.
| Title: | Uplift resistance of pipelines buried in frozen ground / J.F. Nixon, Beez Hazen. |
| Author(s): | Nixon, J. F. Hazen, Beez. Nixon, Derick. |
| Date: | 1993. |
| Publisher: | Wushan, Guangzhou: South China University of Technology Press |
| In: | Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China. (1993.), |
| Abstract: | Design of buried chilled pipelines in frost-heaving terrain requires knowledge of uplift resistance of pipes buried in frozen ground. Describes load-resistance response as pipe is displaced upwards through frozen ground. Series of six tests were carried out, providing general shape of load-displacement curve, and effects of backfill type, displacement rate and temperature. Interesting crack patterns in soil were observed, and their role in limiting or controlling peak and residual uplift resistance is discussed. |
| Notes: | In: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China / International Conference on Permafrost. |
| Keywords: | 624.139 -- Engineering in frozen ground. 624.139.2 -- Frozen ground, effects. 621.644 -- Pipelines. E12 -- Glaciology: frozen ground / snow and ice engineering. |
| SPRI record no.: | 125779 |
LDR 01673naa#a2200000#a#4500 001 SPRI-125779 005 20230923110248.0 007 ta 008 230923s1993####cc#a###|#####|0||#0#eng#d 035 ## ‡aSPRI-125779 040 ## ‡aUkCU-P‡beng‡eaacr 100 1# ‡aNixon, J. F. 245 10 ‡aUplift resistance of pipelines buried in frozen ground /‡cJ.F. Nixon, Beez Hazen. 260 ## ‡aWushan, Guangzhou :‡bSouth China University of Technology Press,‡c1993. 300 ## ‡ap. 494-499 :‡bdiags., table. 500 ## ‡aIn: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China / International Conference on Permafrost. 520 3# ‡aDesign of buried chilled pipelines in frost-heaving terrain requires knowledge of uplift resistance of pipes buried in frozen ground. Describes load-resistance response as pipe is displaced upwards through frozen ground. Series of six tests were carried out, providing general shape of load-displacement curve, and effects of backfill type, displacement rate and temperature. Interesting crack patterns in soil were observed, and their role in limiting or controlling peak and residual uplift resistance is discussed. 650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc 650 07 ‡a624.139.2 -- Frozen ground, effects.‡2udc 650 07 ‡a621.644 -- Pipelines.‡2udc 650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local 700 1# ‡aHazen, Beez. 700 1# ‡aNixon, Derick.‡g(alternative name) 773 0# ‡7m2am ‡aInternational Conference on Permafrost. ‡tPermafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China. ‡dWushan, Guangzhou : South China University of Technology Press, 1993. ‡wSPRI-125499 917 ## ‡aUnenhanced record from Muscat, imported 2019 948 3# ‡a20230923