skip to primary navigation skip to content
 

 

You are not currently logged in

SPRI library catalogue

View 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 It is no longer being updated, so does not reliably reflect our current library holdings.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 #125794:

Analysis of temperature effects in the flexural behavior of frozen soil / Sweanum Soo, Tsung-Ping Fang.

Title: Analysis of temperature effects in the flexural behavior of frozen soil / Sweanum Soo, Tsung-Ping Fang.
Author(s): Soo, Sweanum.
Fang, Tsung-Ping.
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: Uses two methods for this analysis. Firstly, analytical equations are derived to analyze frozen soil beams with linear temperature distributions. This situation is similar to frozen ground under seasonal temperature changes. Then, secondly, finite element method is used to analyze artificially frozen wall in order to study temperature effect on design of such walls.
Notes:

In: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China / International Conference on Permafrost.

Keywords: 551.34 -- Geocryology. Frozen ground.
551.345 -- Permafrost. Cryopedology.
53 -- Physics.
539.42 -- Ice, tensile strength.
551.345.2 -- Permafrost, formation and decay.
624.139.62 -- Permafrost control.
E8 -- Glaciology: frost action and permafrost.
SPRI record no.: 125794

MARCXML

LDR 01640naa#a2200000#a#4500
001 SPRI-125794
005 20220929103404.0
007 ta
008 220929s1993####cc#a###|#####|0||#0#eng#d
035 ## ‡aSPRI-125794
040 ## ‡aUkCU-P‡beng‡eaacr
100 1# ‡aSoo, Sweanum.
245 10 ‡aAnalysis of temperature effects in the flexural behavior of frozen soil /‡cSweanum Soo, Tsung-Ping Fang.
260 ## ‡aWushan, Guangzhou :‡bSouth China University of Technology Press,‡c1993.
300 ## ‡ap. 586-591 :‡bdiags., table.
500 ## ‡aIn: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China / International Conference on Permafrost.
520 3# ‡aUses two methods for this analysis. Firstly, analytical equations are derived to analyze frozen soil beams with linear temperature distributions. This situation is similar to frozen ground under seasonal temperature changes. Then, secondly, finite element method is used to analyze artificially frozen wall in order to study temperature effect on design of such walls.
650 07 ‡a551.34 -- Geocryology. Frozen ground.‡2udc
650 07 ‡a551.345 -- Permafrost. Cryopedology.‡2udc
650 07 ‡a53 -- Physics.‡2udc
650 07 ‡a539.42 -- Ice, tensile strength.‡2udc
650 07 ‡a551.345.2 -- Permafrost, formation and decay.‡2udc
650 07 ‡a624.139.62 -- Permafrost control.‡2udc
650 07 ‡aE8 -- Glaciology: frost action and permafrost.‡2local
700 1# ‡aFang, Tsung-Ping.
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# ‡a20220929