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Undrained shear strength and compression properties of Swedish fine-grained sulphide soils
Swedish Geotechnical Institute.
Swedish Geotechnical Institute.
2009 (English)In: The academia and practice of geotechnical engineering: Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, 5-9 October, 2009, Rotterdam: Millpress , 2009, Vol. 1, p. 72-75Conference paper, Published paper (Refereed)
Abstract [en]

In this paper recently finished and on-going research of strength and deformation properties of Swedish fine-grained sulphide soils is presented. In the paper, some selected test results from the finished project are presented and recommendations are given for determination and evaluation of undrained shear strength of sulphide soils. A short description of the characteristics of the particular type of sulphide soil is also given. The overall purpose of the recently started research project is to improve the possibilities to predict long term settlements of structures founded on sulphide soils.

Place, publisher, year, edition, pages
Rotterdam: Millpress , 2009. Vol. 1, p. 72-75
Keywords [en]
Sulphide soil, Shear strength, Undrained test, Organic content, Laboratory test, Field test, Sweden, Conference, Alexandria, 2009, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-864Local ID: 000071309OAI: oai:DiVA.org:swedgeo-864DiVA, id: diva2:1363211
Conference
International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, 5-9 October, 2009
Available from: 2019-10-22 Created: 2019-10-22 Last updated: 2019-10-22

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