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Compression properties of an organic clay
Swedish Geotechnical Institute.
Swedish Geotechnical Institute.
2015 (English)In: Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering, Edinburgh, 13-17 September, 2015, ICE Publishing , 2015, Vol. 6, p. 3091-3096Conference paper, Published paper (Refereed)
Abstract [en]

Results are presented from an on-going research project concerning the compression properties, including creep behaviour, of fine- grained Swedish sulphide soils, including selected laboratory test results and field measurements at a site with two test embankments. A short description of the characteristics of this particular type of sulphide soil is given. The overall purpose of the research project is to improve the tools for prediction of long-term settlements of structures founded on sulphide soils.

Place, publisher, year, edition, pages
ICE Publishing , 2015. Vol. 6, p. 3091-3096
Keywords [en]
Sulphide soil, Clay, Organic soil, Preconsolidation, Consolidation, Settlement, Creep, Laboratory test, Embankment, Testfield, Lampen, Kalix, Sweden, Conference, Edinburgh, 2015, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-830Local ID: 000081595OAI: oai:DiVA.org:swedgeo-830DiVA, id: diva2:1360810
Conference
16th European Conference on Soil Mechanics and Geotechnical Engineering, Edinburgh, 13-17 September, 2015
Available from: 2019-10-14 Created: 2019-10-14 Last updated: 2019-10-15

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