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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.ORCID iD: 0000-0003-1935-1743
Institute for Geotechnical Engineering, Eidgenossische Technische Hochschule Zurich.
Institute for Geotechnical Engineering, Eidgenossische Technische Hochschule Zurich.
Number of Authors: 3
2003 (English)In: BGA International Conference on Foundations: innovations, observations, design and practice : proceedings of the international conference organised by British Geotechnical Association and held in Dundee, Scotland on 2-5th September 2003 / [ed] T.A. Newson, 2003, 463-472 p.Conference paper, Published 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.
National Category
Geotechnical Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-34474Scopus ID: 2-s2.0-3042847663Local ID: 8afd8ded-2624-499f-8dd2-1496e3bfece5ISBN: 9780727732446 (print)OAI: oai:DiVA.org:ltu-34474DiVA: diva2:1007725
Conference
BGA International Conference on Foundations, Innovations, Observations, Design and Practice : 02/09/2003 - 05/09/2003
Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2017-07-04Bibliographically approved

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