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Improved model for progressive failure analysis of slope stability
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
Skanska.
Skanska.
1989 (English)In: Proceedings of the twelfth International Conference on Soil Mechanics and Foundation Engineering, Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1989, Vol. 21/3, 1539-1542 p.Conference paper, Published paper (Refereed)
Place, publisher, year, edition, pages
Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1989. Vol. 21/3, 1539-1542 p.
National Category
Geotechnical Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-37934Local ID: c21f7031-d5c9-4abe-86d8-4f7ccc7664e9ISBN: 90 6191 890 1 (print)OAI: oai:DiVA.org:ltu-37934DiVA: diva2:1011433
Conference
International Conference on Soil Mechanics and Foundation Engineering : 13/08/1989 - 18/08/1989
Note
Godkänd; 1989; 20110724 (stiber)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2017-11-25Bibliographically approved

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Bernander, Stig
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CiteExportLink to record
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Citation style
  • apa
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Output format
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