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On limit criteria for plastic failure in strain rate softening soils
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
1985 (English)In: Proceedings of the eleventh International Conference on Soil Mechanics and Foundation Engineering: San Francisco/12-16 August 1985, Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1985, Vol. 2, p. 397-400Conference paper, Published paper (Refereed)
Abstract [en]

Deals with aspects of stability criteria for extensive slopes if the limiting large strain strength of the soil is strain rate dependent. The issue is exemplified by means of a mechanical model

Place, publisher, year, edition, pages
Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1985. Vol. 2, p. 397-400
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-30630Local ID: 47edde40-bcb4-11de-b769-000ea68e967bISBN: 90-6191-562-7 (print)OAI: oai:DiVA.org:ltu-30630DiVA, id: diva2:1003859
Conference
International Conference on Soil Mechanics and Foundation Engineering : 12/08/1985 - 16/08/1985
Note
Godkänd; 1985; 20091019 (andbra)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2017-11-25Bibliographically approved

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CiteExportLink to record
Permanent link

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Cite
Citation style
  • apa
  • ieee
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  • vancouver
  • Other style
More styles
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