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Soil structure interaction of circular footings on layered soil: First results
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering. Institute for Geotechnical Engineering, Eidgenossische Technische Hochschule Zurich.
Institute for Geotechnical Engineering, Eidgenossische Technische Hochschule Zurich.
Institute for Geotechnical Engineering, Eidgenossische Technische Hochschule Zurich.
2003 (English)In: BGA International Conference on Foundations, Innovations, Observations, Design and Practice / [ed] T.A. Newson, 2003, 463-472 p.Conference paper (Refereed)
Abstract [en]

A system of granular layers of varying stiffness with weak and consolidated clay layers was investigated. Both numerical and physical modeling were performed in well-specified boundary conditions. Systems containing a single layer of clay embedded between two granular layers of sand were also analyzed. Load-settlement curves of layered soil systems were obtained and a bearing capacity mechanism was applied to the investigations. Compared to a homogeneous granular material, the bearing capacity of a layered soil with a single clay layer between two granular soils decreased with a higher ratio of foundation diameter to layer thickness.

Place, publisher, year, edition, pages
2003. 463-472 p.
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-34474ScopusID: 3042847663Local ID: 8afd8ded-2624-499f-8dd2-1496e3bfece5ISBN: 727732447ISBN: 9780727732446OAI: oai:DiVA.org:ltu-34474DiVA: diva2:1007725
Conference
BGA International Conference on Foundations, Innovations, Observations, Design and Practice : 02/09/2003 - 05/09/2003
Note
För godkännande; 2003; 20160715 (janlau)Available from: 2016-09-30 Created: 2016-09-30

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