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Frost Heave in Colloidal Soils.

Abstract:
We develop a mathematical model of frost heave in colloidal soils. The theory accountsfor heave and consolidation while not requiring a frozen fringe assumption. Two solidificationregimes occur: a compaction regime in which the soil consolidates to accommodate the ice lenses, and a heave regime during which liquid is sucked into the consolidated soil from an external reservoir, and the added volume causes the soil to heave. The ice fraction is found to vary inversely with thefreezing velocity V , while the rate of heave is independent of V , consistent with field and laboratoryobservations. © 2011 Society for Industrial and Applied Mathematics.
Publication status:
Published

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Publisher copy:
10.1137/100788197

Authors

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Institution:
University of Oxford
Division:
MPLS
Department:
Mathematical Institute
Role:
Author


Journal:
SIAM Journal of Applied Mathematics More from this journal
Volume:
71
Issue:
5
Pages:
1717-1732
Publication date:
2011-01-01
DOI:
EISSN:
1095-712X
ISSN:
0036-1399


Language:
English
Keywords:
Pubs id:
pubs:206376
UUID:
uuid:b02856e8-8649-4231-861c-c38ab3dd50ad
Local pid:
pubs:206376
Source identifiers:
206376
Deposit date:
2012-12-19
ARK identifier:

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