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Pore pressure in thawing soil
Luleå University of Technology.
1985 (English)In: Ground freezing: proceedings of the Fourth International Symposium on Ground Freezing, Sapporo, 5-7 August 1985 / [ed] S. Kinosita; M. Fukuda, Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1985, p. 223-226Conference paper, Published paper (Refereed)
Abstract [en]

An analytical solution which describes the pore pressure behavior in a thawing soil is obtained by solving the differential equation of consolidation in the thawed portion of the soil, where the thaw front constitutes a moving boundary. In order to test the validity of this theoretical solution, a laboratory device has been developed.
Place, publisher, year, edition, pages
Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1985. p. 223-226
National Category
Geotechnical Engineering and Engineering Geology
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-32657Scopus ID: 2-s2.0-0022251163Local ID: 736ca660-8aa9-11de-8da0-000ea68e967bISBN: 90-6191-604-6 (print)OAI: oai:DiVA.org:ltu-32657DiVA, id: diva2:1005891
Conference
International Symposium on Ground Freezing : 10/08/1985 - 13/08/1985
Note

Godkänd; 1985; 20090816 (svek)

Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2025-02-09Bibliographically approved

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