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Centrifuge modelling to compare ground improvement techniques on double porosity clay landfills
Institute for Geotechnical Engineering, ETH Zurich.
Institute for Geotechnical Engineering, ETH Zurich.
Institute for Geotechnical Engineering, ETH Zurich.ORCID-id: 0000-0003-1935-1743
Charles University, Prague.
2009 (engelsk)Inngår i: Geotechnics of Soft Soils - Focus on Ground Improvement: Proceedings of the 2nd International Workshop on Geotechnics of Soft Soils, 2009, s. 281-285Konferansepaper, Publicerat paper (Fagfellevurdert)
Abstract [en]

The ETH geotechnical drum centrifuge was used to model ground improvement on soft double porosity clay. Ground improvement was carried out in-flight and the techniques tested were dynamic compaction and an array of stone columns. Foundation tests on improved soil models showed that stone columns were more effective at increasing subsoil resistance at higher load. This may be because stone columns improve drainage of the clay layer and thus allow the clay itself to become stiffer. © 2009 Taylor & Francis Group.

sted, utgiver, år, opplag, sider
2009. s. 281-285
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URN: urn:nbn:se:ltu:diva-28231Scopus ID: 2-s2.0-79952336631Lokal ID: 1f3dae2f-ce85-46f8-acba-c05840bec700ISBN: 9780415475914 (tryckt)OAI: oai:DiVA.org:ltu-28231DiVA, id: diva2:1001426
Konferanse
International Workshop on Geotechnics of Soft Soils : 03/09/2008 - 05/09/2008
Tilgjengelig fra: 2016-09-30 Laget: 2016-09-30 Sist oppdatert: 2025-02-09bibliografisk kontrollert

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