Uplift resistance of pipelines buried in frozen ground / J.F. Nixon, Beez Hazen.

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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# ‡a20240419