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Influence of geotextile encasement on the behaviour of stone columns: Laboratory study

Miranda, Marina; Da Costa, Almudena; Castro, Jorge; Sagaseta, C�sar

Authors

Marina Miranda

Almudena Da Costa

Jorge Castro

C�sar Sagaseta



Abstract

This paper presents a study of the influence of the geotextile encasement on the behaviour of soft soils improved with fully penetrating encased columns. This influence is analysed by means of measuring soil-column stress distribution, pore pressures and soil deformation during the consolidation process. For this purpose, a horizontal slice of a representative “unit cell” has been analysed by means of small-scale laboratory tests. The tests were carried out in a large instrumented Rowe-Barden oedometric cell. Results showed that the vertical stress supported by encased columns is about 1.7 times that sustained by the non-encased ones. The stress concentration factor for encased columns is between 11 and 25, which is clearly higher than that obtained in tests with non-encased columns, which are between 3 and 6. Finally, the improvement in relation to settlements is presented by the ratio of settlement in soils reinforced with ordinary or encased columns and the settlement of non-treated soft soil. This settlement reduction factor is around 0.6 when the soil is treated with encased columns and 0.8 for soil with non-encased columns.

Citation

Miranda, M., Da Costa, A., Castro, J., & Sagaseta, C. (2017). Influence of geotextile encasement on the behaviour of stone columns: Laboratory study. Geotextiles and Geomembranes, 45(1), 14-22. https://doi.org/10.1016/j.geotexmem.2016.08.004

Journal Article Type Article
Acceptance Date Aug 29, 2016
Online Publication Date Sep 22, 2016
Publication Date 2017-02
Deposit Date Nov 23, 2016
Publicly Available Date Sep 23, 2017
Journal Geotextiles and Geomembranes
Print ISSN 0266-1144
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 45
Issue 1
Pages 14-22
DOI https://doi.org/10.1016/j.geotexmem.2016.08.004
Keywords Geosynthetics; Small-scale test; Soft soil; Settlement reduction; Stress concentration factor; Encased-columns
Public URL http://researchrepository.napier.ac.uk/Output/436309

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