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Record #154364:

Passive cooling for foundation stabilization and contaminant control in permafrost zones / Douglas J. Goering.

Title: Passive cooling for foundation stabilization and contaminant control in permafrost zones / Douglas J. Goering.
Author(s): Goering, Douglas J.
Date: 2000.
Publisher: Norway :
In: Proceedings [of the] International Workshop on Permafrost Engineering, Longyearbyen, Svalbard, Norway, 18-21 June 2000. (2000.),
Abstract: Shows importance of maintaining frozen conditions in foundation soils in order to support building load and limit transport of contaminants. Discusses methods of generating passive cooling effect, particularly one using seasonal convection in high permeability embankments in order to maintain permafrost soils in their frozen state.
Notes:

In: Proceedings [of the] International Workshop on Permafrost Engineering, Longyearbyen, Svalbard, Norway, 18-21 June 2000 / Kåre Senneset, ed.

Keywords: 551.34 -- Geocryology. Frozen ground.
551.345 -- Permafrost. Cryopedology.
624.139 -- Engineering in frozen ground.
624.139.2 -- Frozen ground, effects.
624.139.26 -- Bearing capacity of ground, effects of freezing and thawing.
624.139.62 -- Permafrost control.
624.136 -- Embankments.
502.6 -- Environmental protection, physical.
519.673 -- Modelling.
E12 -- Glaciology: frozen ground / snow and ice engineering.
(*3) -- Arctic regions.
SPRI record no.: 154364

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100 1# ‡aGoering, Douglas J.
245 10 ‡aPassive cooling for foundation stabilization and contaminant control in permafrost zones /‡cDouglas J. Goering.
260 ## ‡aNorway :‡b[s.n.],‡c2000.
300 ## ‡ap. 37-56 :‡bdiags.
500 ## ‡aIn: Proceedings [of the] International Workshop on Permafrost Engineering, Longyearbyen, Svalbard, Norway, 18-21 June 2000 / Kåre Senneset, ed.
520 3# ‡aShows importance of maintaining frozen conditions in foundation soils in order to support building load and limit transport of contaminants. Discusses methods of generating passive cooling effect, particularly one using seasonal convection in high permeability embankments in order to maintain permafrost soils in their frozen state.
650 07 ‡a551.34 -- Geocryology. Frozen ground.‡2udc
650 07 ‡a551.345 -- Permafrost. Cryopedology.‡2udc
650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc
650 07 ‡a624.139.2 -- Frozen ground, effects.‡2udc
650 07 ‡a624.139.26 -- Bearing capacity of ground, effects of freezing and thawing.‡2udc
650 07 ‡a624.139.62 -- Permafrost control.‡2udc
650 07 ‡a624.136 -- Embankments.‡2udc
650 07 ‡a502.6 -- Environmental protection, physical.‡2udc
650 07 ‡a519.673 -- Modelling.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
651 #7 ‡a(*3) -- Arctic regions.‡2udc
773 0# ‡7nnam ‡aKåre Senneset, ed. ‡tProceedings [of the] International Workshop on Permafrost Engineering, Longyearbyen, Svalbard, Norway, 18-21 June 2000. ‡dNorway : [s.n.], 2000. ‡wSPRI-154254
917 ## ‡aUnenhanced record from Muscat, imported 2019
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