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 It is no longer being updated, so does not reliably reflect our current library holdings.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 #191577:

Методы расчета деформаций инженерных конструкций, вызванных пучением пород промерзающего слоя

Title: Методы расчета деформаций инженерных конструкций, вызванных пучением пород промерзающего слоя
Title, transliterated: Metody rascheta deformat︠s︡iĭ inzhenernykh konstrukt︠s︡iĭ, vyzvannykh pucheniem porod promerzai︠u︡shchego sloi︠a︡ / I︠A︡.B. Gorelik.
Translated title: On the calculation methods of the engineering construction displacements cause by freezing layer frost heave processes.
Author(s): Gorelik, I︠A︡. B.
Date: 2010.
Language: Russian.
In: Kriosfera Zemli. (2010.), Vol. 14(1) (2010)
Abstract: Proposes method for calculating joint deformations of freezing layer and interacting construction elements, based on balance equations of heat, water mass and mass of skeleton at freezing point, and relationship between freezing depth and boundary positions of freezing layer. System of equations established is closed if water flow to freezing point is known as function of acting loadings and other conditions of freezing process. Shows that known theoretical schemes of ice accumulation may be used for defining water flow function. Presents calculations for deformations of surface foundations and demonstrates their correspondence to known experimental data from full-scale tests. Characterises main elements of calculation scheme for deformation of chilled pipeline.
Notes:

Kriosfera Zemli. Vol. 14(1) :50-62 (2010).

Keywords: 551.34 -- Geocryology. Frozen ground.
624.139 -- Engineering in frozen ground.
624.139.2 -- Frozen ground, effects.
624.139.7 -- Frozen ground as engineering material.
519.673 -- Modelling.
624.139.22 -- Frost heave.
536 -- Heat.
536.421.4 -- Freezing.
551.343.7 -- Frost, soil moisture and surface water, effect on movement of.
621.644 -- Pipelines.
E12 -- Glaciology: frozen ground / snow and ice engineering.
SPRI record no.: 191577

MARCXML

LDR 02679naa#a2200000#a#4500
001 SPRI-191577
005 20221002054148.0
007 ta
008 221002s2010####xx#a##|##|###|0||#0|rus#d
035 ## ‡aSPRI-191577
040 ## ‡aUkCU-P‡beng‡eaacr
041 0# ‡arus
100 1# ‡6880-01‡aGorelik, I︠A︡. B.
242 10 ‡aOn the calculation methods of the engineering construction displacements cause by freezing layer frost heave processes.‡yeng
245 10 ‡6880-02‡aMetody rascheta deformat︠s︡iĭ inzhenernykh konstrukt︠s︡iĭ, vyzvannykh pucheniem porod promerzai︠u︡shchego sloi︠a︡ /‡cI︠A︡.B. Gorelik.
260 ## ‡a[S.l.] :‡b[s.n.],‡c2010.
300 ## ‡ap. 50-62 :‡bill., diags.
500 ## ‡aKriosfera Zemli. Vol. 14(1) :50-62 (2010).
520 3# ‡aProposes method for calculating joint deformations of freezing layer and interacting construction elements, based on balance equations of heat, water mass and mass of skeleton at freezing point, and relationship between freezing depth and boundary positions of freezing layer. System of equations established is closed if water flow to freezing point is known as function of acting loadings and other conditions of freezing process. Shows that known theoretical schemes of ice accumulation may be used for defining water flow function. Presents calculations for deformations of surface foundations and demonstrates their correspondence to known experimental data from full-scale tests. Characterises main elements of calculation scheme for deformation of chilled pipeline.
546 ## ‡aIn Russian.
546 ## ‡aRussian transliteration entered into original records using BGN/PCGN 1947 romanisation of Russian; Cyrillic text in MARC 880 field(s) reverse transliterated from this by automated process; BGN/PCGN 1947 text then upgraded to Library of Congress romanisation.
650 07 ‡a551.34 -- Geocryology. Frozen ground.‡2udc
650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc
650 07 ‡a624.139.2 -- Frozen ground, effects.‡2udc
650 07 ‡a624.139.7 -- Frozen ground as engineering material.‡2udc
650 07 ‡a519.673 -- Modelling.‡2udc
650 07 ‡a624.139.22 -- Frost heave.‡2udc
650 07 ‡a536 -- Heat.‡2udc
650 07 ‡a536.421.4 -- Freezing.‡2udc
650 07 ‡a551.343.7 -- Frost, soil moisture and surface water, effect on movement of.‡2udc
650 07 ‡a621.644 -- Pipelines.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
773 0# ‡6880-03‡7nnas ‡tKriosfera Zemli. ‡gVol. 14(1) (2010) ‡wSPRI-145770
880 1# ‡6100-01/(N‡aГорелик, Я. Б.
880 10 ‡6245-02/(N‡aМетоды расчета деформаций инженерных конструкций, вызванных пучением пород промерзающего слоя /‡cЯ.Б. Горелик.
880 0# ‡6773-03/(N‡7nnas ‡tКриосфера Земли. ‡gVol. 14(1) (2010) ‡wSPRI-145770
916 ## ‡a2010/08/17 -- RF
917 ## ‡aUnenhanced record from Muscat, imported 2019
948 3# ‡a20221002 ‡bRF