Transport coefficients and pressure conditions for growth of ice lens in frozen soil
In this paper, the transport of sub-cooled water across a partially frozen soil matrix (frozen fringe) caused by a temperature difference over the fringe, is described using non-equilibrium thermodynamics. A set of coupled transport equations of heat and mass is presented; implying that, in the froz...
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description | In this paper, the transport of sub-cooled water across a partially frozen soil matrix (frozen fringe) caused by a temperature difference over the fringe, is described using non-equilibrium thermodynamics. A set of coupled transport equations of heat and mass is presented; implying that, in the frozen fringe, both driving forces of pressure and temperature gradients simultaneously contribute to transport of water and heat. The temperature-gradient-induced water flow is the main source of frost heave phenomenon that feeds the growing ice lens. It is shown that three measurable transport coefficients are adequate to model the process; permeability (also called hydraulic conductivity), thermal conductivity and a cross coupling coefficient that may be named
thermodynamic frost heave coefficient
. Thus, no ad hoc parameterizations are required. The definition and experimental determination of the transport coefficients are extensively discussed in the paper. The maximum pressure that is needed to stop the growth of an ice lens, called the
maximum frost heave pressure
, is predicted by the proposed model. Numerical results for corresponding temperature and pressure profiles are computed using available data sets from the literature. Frost heave rates are also computed and compared with the experimental results, and reasonable agreement is achieved. |
doi_str_mv | 10.1007/s11440-021-01158-0 |
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thermodynamic frost heave coefficient
. Thus, no ad hoc parameterizations are required. The definition and experimental determination of the transport coefficients are extensively discussed in the paper. The maximum pressure that is needed to stop the growth of an ice lens, called the
maximum frost heave pressure
, is predicted by the proposed model. Numerical results for corresponding temperature and pressure profiles are computed using available data sets from the literature. Frost heave rates are also computed and compared with the experimental results, and reasonable agreement is achieved.</description><identifier>ISSN: 1861-1125</identifier><identifier>EISSN: 1861-1133</identifier><identifier>DOI: 10.1007/s11440-021-01158-0</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Coefficients ; Complex Fluids and Microfluidics ; Computation ; Coupling coefficients ; Cross coupling ; Engineering ; Equilibrium ; Foundations ; Frost ; Frost heaving ; Frozen ground ; Geoengineering ; Geotechnical Engineering & Applied Earth Sciences ; Growth conditions ; Heat ; Heaving ; Hydraulics ; Ice ; Lenses ; Mathematical models ; Nonequilibrium thermodynamics ; Permeability ; Pressure ; Research Paper ; Soft and Granular Matter ; Soil ; Soil permeability ; Soil Science & Conservation ; Soil temperature ; Solid Mechanics ; Temperature ; Temperature differences ; Temperature gradients ; Thermal conductivity ; Thermodynamic equilibrium ; Thermodynamics ; Transport ; Transport equations ; Transport properties ; Water flow</subject><ispartof>Acta geotechnica, 2021-07, Vol.16 (7), p.2231-2239</ispartof><rights>The Author(s) 2021</rights><rights>The Author(s) 2021. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a386t-784f58397710d28d76daaa1878db8355bdda5872a0d7fcd7535cca3af027f6d3</citedby><cites>FETCH-LOGICAL-a386t-784f58397710d28d76daaa1878db8355bdda5872a0d7fcd7535cca3af027f6d3</cites><orcidid>0000-0003-3765-246X</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11440-021-01158-0$$EPDF$$P50$$Gspringer$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11440-021-01158-0$$EHTML$$P50$$Gspringer$$Hfree_for_read</linktohtml><link.rule.ids>314,777,781,27906,27907,41470,42539,51301</link.rule.ids></links><search><creatorcontrib>Kjelstrup, S.</creatorcontrib><creatorcontrib>Ghoreishian Amiri, S. A.</creatorcontrib><creatorcontrib>Loranger, B.</creatorcontrib><creatorcontrib>Gao, H.</creatorcontrib><creatorcontrib>Grimstad, G.</creatorcontrib><title>Transport coefficients and pressure conditions for growth of ice lens in frozen soil</title><title>Acta geotechnica</title><addtitle>Acta Geotech</addtitle><description>In this paper, the transport of sub-cooled water across a partially frozen soil matrix (frozen fringe) caused by a temperature difference over the fringe, is described using non-equilibrium thermodynamics. A set of coupled transport equations of heat and mass is presented; implying that, in the frozen fringe, both driving forces of pressure and temperature gradients simultaneously contribute to transport of water and heat. The temperature-gradient-induced water flow is the main source of frost heave phenomenon that feeds the growing ice lens. It is shown that three measurable transport coefficients are adequate to model the process; permeability (also called hydraulic conductivity), thermal conductivity and a cross coupling coefficient that may be named
thermodynamic frost heave coefficient
. Thus, no ad hoc parameterizations are required. The definition and experimental determination of the transport coefficients are extensively discussed in the paper. The maximum pressure that is needed to stop the growth of an ice lens, called the
maximum frost heave pressure
, is predicted by the proposed model. Numerical results for corresponding temperature and pressure profiles are computed using available data sets from the literature. Frost heave rates are also computed and compared with the experimental results, and reasonable agreement is achieved.</description><subject>Coefficients</subject><subject>Complex Fluids and Microfluidics</subject><subject>Computation</subject><subject>Coupling coefficients</subject><subject>Cross coupling</subject><subject>Engineering</subject><subject>Equilibrium</subject><subject>Foundations</subject><subject>Frost</subject><subject>Frost heaving</subject><subject>Frozen ground</subject><subject>Geoengineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Growth conditions</subject><subject>Heat</subject><subject>Heaving</subject><subject>Hydraulics</subject><subject>Ice</subject><subject>Lenses</subject><subject>Mathematical models</subject><subject>Nonequilibrium thermodynamics</subject><subject>Permeability</subject><subject>Pressure</subject><subject>Research Paper</subject><subject>Soft and Granular Matter</subject><subject>Soil</subject><subject>Soil permeability</subject><subject>Soil Science & Conservation</subject><subject>Soil temperature</subject><subject>Solid Mechanics</subject><subject>Temperature</subject><subject>Temperature differences</subject><subject>Temperature gradients</subject><subject>Thermal conductivity</subject><subject>Thermodynamic equilibrium</subject><subject>Thermodynamics</subject><subject>Transport</subject><subject>Transport equations</subject><subject>Transport properties</subject><subject>Water flow</subject><issn>1861-1125</issn><issn>1861-1133</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>C6C</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kE1LAzEQhoMoWKt_wFPAc3SSbDbpUYpaoeBl7yHNR02pyZpsEf31rq7ozdMMM-8HPAhdUrimAPKmUto0QIBRApQKReAIzahqKaGU8-PfnYlTdFbrDqDlrGlnqOuKSbXPZcA2-xCijT4NFZvkcF98rYfix09ycYg5VRxywduS34ZnnAOO1uO9H88x4VDyh0-45rg_RyfB7Ku_-Jlz1N3fdcsVWT89PC5v18Rw1Q5EqiYIxRdSUnBMOdk6YwxVUrmN4kJsnDNCSWbAyWCdFFxYa7gJwGRoHZ-jqym2L_n14Ougd_lQ0tiomWjYopGM8VHFJpUtudbig-5LfDHlXVPQX_D0BE-P8PQ3PA2jiU-mOorT1pe_6H9cn0WAcqE</recordid><startdate>20210701</startdate><enddate>20210701</enddate><creator>Kjelstrup, S.</creator><creator>Ghoreishian Amiri, S. 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A. ; Loranger, B. ; Gao, H. ; Grimstad, G.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a386t-784f58397710d28d76daaa1878db8355bdda5872a0d7fcd7535cca3af027f6d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Coefficients</topic><topic>Complex Fluids and Microfluidics</topic><topic>Computation</topic><topic>Coupling coefficients</topic><topic>Cross coupling</topic><topic>Engineering</topic><topic>Equilibrium</topic><topic>Foundations</topic><topic>Frost</topic><topic>Frost heaving</topic><topic>Frozen ground</topic><topic>Geoengineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Growth conditions</topic><topic>Heat</topic><topic>Heaving</topic><topic>Hydraulics</topic><topic>Ice</topic><topic>Lenses</topic><topic>Mathematical models</topic><topic>Nonequilibrium thermodynamics</topic><topic>Permeability</topic><topic>Pressure</topic><topic>Research Paper</topic><topic>Soft and Granular Matter</topic><topic>Soil</topic><topic>Soil permeability</topic><topic>Soil Science & Conservation</topic><topic>Soil temperature</topic><topic>Solid Mechanics</topic><topic>Temperature</topic><topic>Temperature differences</topic><topic>Temperature gradients</topic><topic>Thermal conductivity</topic><topic>Thermodynamic equilibrium</topic><topic>Thermodynamics</topic><topic>Transport</topic><topic>Transport equations</topic><topic>Transport properties</topic><topic>Water flow</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kjelstrup, S.</creatorcontrib><creatorcontrib>Ghoreishian Amiri, S. 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A.</au><au>Loranger, B.</au><au>Gao, H.</au><au>Grimstad, G.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Transport coefficients and pressure conditions for growth of ice lens in frozen soil</atitle><jtitle>Acta geotechnica</jtitle><stitle>Acta Geotech</stitle><date>2021-07-01</date><risdate>2021</risdate><volume>16</volume><issue>7</issue><spage>2231</spage><epage>2239</epage><pages>2231-2239</pages><issn>1861-1125</issn><eissn>1861-1133</eissn><abstract>In this paper, the transport of sub-cooled water across a partially frozen soil matrix (frozen fringe) caused by a temperature difference over the fringe, is described using non-equilibrium thermodynamics. A set of coupled transport equations of heat and mass is presented; implying that, in the frozen fringe, both driving forces of pressure and temperature gradients simultaneously contribute to transport of water and heat. The temperature-gradient-induced water flow is the main source of frost heave phenomenon that feeds the growing ice lens. It is shown that three measurable transport coefficients are adequate to model the process; permeability (also called hydraulic conductivity), thermal conductivity and a cross coupling coefficient that may be named
thermodynamic frost heave coefficient
. Thus, no ad hoc parameterizations are required. The definition and experimental determination of the transport coefficients are extensively discussed in the paper. The maximum pressure that is needed to stop the growth of an ice lens, called the
maximum frost heave pressure
, is predicted by the proposed model. Numerical results for corresponding temperature and pressure profiles are computed using available data sets from the literature. Frost heave rates are also computed and compared with the experimental results, and reasonable agreement is achieved.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s11440-021-01158-0</doi><tpages>9</tpages><orcidid>https://orcid.org/0000-0003-3765-246X</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Coefficients Complex Fluids and Microfluidics Computation Coupling coefficients Cross coupling Engineering Equilibrium Foundations Frost Frost heaving Frozen ground Geoengineering Geotechnical Engineering & Applied Earth Sciences Growth conditions Heat Heaving Hydraulics Ice Lenses Mathematical models Nonequilibrium thermodynamics Permeability Pressure Research Paper Soft and Granular Matter Soil Soil permeability Soil Science & Conservation Soil temperature Solid Mechanics Temperature Temperature differences Temperature gradients Thermal conductivity Thermodynamic equilibrium Thermodynamics Transport Transport equations Transport properties Water flow |
title | Transport coefficients and pressure conditions for growth of ice lens in frozen soil |
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