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Shear box model tests with lime/cement columns -some observations of failure mechanisms
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.ORCID iD: 0000-0001-9615-4861
2000 (English)In: GeoEng 2000, 2000, CD-Rom-6p p.Conference paper, Published paper (Refereed)
Abstract [en]

In this paper, the behaviour of lime/cement columns under lateral loading has been examined by performing five shear box model tests. Tests were conducted with singular lime/cement columns and with rows of columns with and without screw anchors. The lime/cement columns were installed in the shear box by mixing dry lime and cement in place with soft clay. The results show that single lime/cement columns do not contribute greatly to the shear resistance in the direct shear zone. The rows of columns increased the shear resistance considerably. The test results also show that the shear resistance of the rows of columns can be increased further by using screw anchors. The paper discusses the various failure mechanisms observed.

Place, publisher, year, edition, pages
2000. CD-Rom-6p p.
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:kth:diva-160144OAI: oai:DiVA.org:kth-160144DiVA: diva2:788883
Conference
International Conference on Geotechnical & Geological Engineering, Melbourne, Australia
Note

NR 20150402

Available from: 2015-02-16 Created: 2015-02-16 Last updated: 2015-04-02Bibliographically approved

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Larsson, Stefan

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