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Modelling of shallow foundations on homogeneous and layered soils
ETH Zurich.
Institute for Geotechnical Engineering, Eidgenossische Technische Hochschule Zurich.
2001 (English)In: Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, 27-31 August 2001, Lisse: Balkema, 2001, 755-760 p.Conference paper, Published paper (Refereed)
Abstract [en]

Major Swiss development zones lie mostly upon infilled sedimentary deposits where layering becomes an important feature. Swiss foundation design methods are revisited to focus on these typical soil conditions. Other tools are also introduced, compared and applied to calculation examples to clarify the range of results and interpretation for similar soil properties; e.g. numerical and physical modelling. The physical modelling has been carried out in the geotechnical centrifuge facilities in Bochum and Zurich.

Place, publisher, year, edition, pages
Lisse: Balkema, 2001. 755-760 p.
National Category
Geotechnical Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-65272ISBN: 90-2651-853-6 (print)OAI: oai:DiVA.org:ltu-65272DiVA: diva2:1135392
Conference
15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, 27-31 August 2001
Available from: 2017-08-23 Created: 2017-08-23 Last updated: 2017-11-24Bibliographically approved

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CiteExportLink to record
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  • apa
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