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Deformation and compaction of frozen soils
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0001-8739-2219
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0002-1365-8552
1994 (English)In: Ground freezing 94: proceedings of the seventh International Symposium on Ground Freezing, Nancy, France, 24-28 October 1994 / [ed] Michel Fremond, Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1994, p. 109-116Conference paper, Published paper (Refereed)
Abstract [en]

Frozen soils compaction are understood to give fills with low densities. Thus, relatively large deformations often occur when such fills melts. The most important factors influencing the obtained dry density, and consequently the thaw deformations, are compaction effort, temperature, water/ice content and soil type. A laboratory investigation was conducted in order to quantify the different factors influencing the obtained degree of compaction, as well as related thaw deformation. The results indicated that the water content of the soil is the most important factor for the obtained dry densities and for the thaw compressions

Place, publisher, year, edition, pages
Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1994. p. 109-116
National Category
Geotechnical Engineering and Engineering Geology
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-31723Scopus ID: 2-s2.0-0028757315Local ID: 5fb19fd0-fc03-11dc-a946-000ea68e967bISBN: 90-5410-518-6 (print)OAI: oai:DiVA.org:ltu-31723DiVA, id: diva2:1004957
Conference
International Symposium on Ground Freezing : 24/10/1994 - 28/10/1994
Note
Godkänd; 1994; 20080327 (cira)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2025-02-09Bibliographically approved

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Viklander, PeterKnutsson, Sven

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