Year: 2018
Author: Alexandr Žák, Michal Beneš, Tissa H. Illangasekare, Andrew C. Trautz
Communications in Computational Physics, Vol. 24 (2018), Iss. 2 : pp. 557–575
Abstract
We present a micro-scale model describing the dynamics of pore water phase
transition and associated mechanical effects within water-saturated soil subjected to
freezing conditions. Since mechanical manifestations in areas subjected to either seasonal soil freezing and thawing or climate change induced thawing of permanently
frozen land may have severe impacts on infrastructures present, further research on
this topic is timely and warranted.
For better understanding the process of soil freezing and thawing at the field-scale,
consequent upscaling may help improve our understanding of the phenomenon at the
macro-scale.
In an effort to investigate the effect of the pore water density change during the
propagation of the phase transition front within cooled soil material, we have designed
a 2D continuum micro-scale model which describes the solid phase in terms of a heat
and momentum balance and the fluid phase in terms of a modified heat equation that
accounts for the phase transition of the pore water and a momentum conservation
equation for Newtonian fluid. This model provides the information on force acting on
a single soil grain induced by the gradual phase transition of the surrounding medium
within a nontrivial (i.e. curved) pore geometry. Solutions obtained by this model show
expected thermal evolution but indicate a non-trivial structural behavior.
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Journal Article Details
Publisher Name: Global Science Press
Language: English
DOI: https://doi.org/10.4208/cicp.OA-2017-0082
Communications in Computational Physics, Vol. 24 (2018), Iss. 2 : pp. 557–575
Published online: 2018-01
AMS Subject Headings: Global Science Press
Copyright: COPYRIGHT: © Global Science Press
Pages: 19
Keywords: Freezing mechanics phase-transition soil micro-scale.