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Record #123551:

Freezing pressure development on a buried chilled pipeline / Branko Ladanyi, Mu Shen.

Title: Freezing pressure development on a buried chilled pipeline / Branko Ladanyi, Mu Shen.
Author(s): Ladanyi, Branko.
Shen, Mu.
Date: 1993.
Publisher: Rotterdam: A.A. Balkema
In: Frost in geotechnical engineering : proceedings of the 2nd International Symposium on Frost in Geotechnical Engineering/Anchorage/USA/28 June--1 July 1993. (1993.),
Abstract: Frost-heave model, developed originally by Shen, was described in previous papers and was compared successfully with measurements made during unidirectional soil freezing and during soil freezing round buried chilled pipeline. Model takes into account coupled effects of heat and moisture transfer in frozen soil, combined with stresses both applied externally and generated internally by frozen soil resistance to swelling. Present paper sums up basic characteristics of model and shows how predictions compare with measurements. Shows that freezing stresses acting on pipeline are relatively small, but not negligible if long-term and cyclic freezing effects are considered.
Notes:

In: Frost in geotechnical engineering : proceedings of the 2nd International Symposium on Frost in Geotechnical Engineering/Anchorage/USA/28 June--1 July 1993 / Arvind Phukan, ed.

Keywords: 624.139 -- Engineering in frozen ground.
624.139.22 -- Frost heave.
621.644 -- Pipelines.
519.673 -- Modelling.
E12 -- Glaciology: frozen ground / snow and ice engineering.
SPRI record no.: 123551

MARCXML

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100 1# ‡aLadanyi, Branko.
245 10 ‡aFreezing pressure development on a buried chilled pipeline /‡cBranko Ladanyi, Mu Shen.
260 ## ‡aRotterdam :‡bA.A. Balkema,‡c1993.
300 ## ‡ap. 23-33 :‡bdiags., map.
500 ## ‡aIn: Frost in geotechnical engineering : proceedings of the 2nd International Symposium on Frost in Geotechnical Engineering/Anchorage/USA/28 June--1 July 1993 / Arvind Phukan, ed.
520 3# ‡aFrost-heave model, developed originally by Shen, was described in previous papers and was compared successfully with measurements made during unidirectional soil freezing and during soil freezing round buried chilled pipeline. Model takes into account coupled effects of heat and moisture transfer in frozen soil, combined with stresses both applied externally and generated internally by frozen soil resistance to swelling. Present paper sums up basic characteristics of model and shows how predictions compare with measurements. Shows that freezing stresses acting on pipeline are relatively small, but not negligible if long-term and cyclic freezing effects are considered.
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 ‡a519.673 -- Modelling.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
700 1# ‡aShen, Mu.
773 0# ‡7nnam ‡aArvind Phukan, ed. ‡tFrost in geotechnical engineering : proceedings of the 2nd International Symposium on Frost in Geotechnical Engineering/Anchorage/USA/28 June--1 July 1993. ‡dRotterdam : A.A. Balkema, 1993. ‡wSPRI-123548
917 ## ‡aUnenhanced record from Muscat, imported 2019
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