Soil-Cement columns bearing capacity: static load tests

This communication presents the results of four static load tests carried out on Soil-Cement columns realized using the wet Deep Mixing Method. After a short introduction, the geological and geotechnical context is presented, as well as the tool used to execute the columns. The instrumentation is then described into details. Then, the main results of the four load tests are presented, such as the bearing capacity and creep load. The base resistances and shaft resistances derived from the extensometers installed in the columns are then pared to each other. Finally, results are compared to past experiences realized in soils of comparable nature, and to calculated values according to different standards.

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Publication Details

Journal
Japanese Geotechnical Society Special Publication
Published
2024-11-24
DOI
https://doi.org/10.3208/jgssp.vol11.ds-1-02
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
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article

Soil-Cement columns bearing capacity: static load tests

Fabien Szymkiewicz, Carlos Minatchy, Francesc Gispert‐Guirado, Lamis Makki et al.
Japanese Geotechnical Society Special Publication
Geotechnical Engineering and Soil Stabilization
article

Soil-Cement columns bearing capacity: static load tests

Fabien Szymkiewicz, Carlos Minatchy, Francesc Gispert‐Guirado, Lamis Makki, Gilles Hovhanessian, Silvia Piumatti
article en

Abstract

This communication presents the results of four static load tests carried out on Soil-Cement columns realized using the wet Deep Mixing Method. After a short introduction, the geological and geotechnical context is presented, as well as the tool used to execute the columns. The instrumentation is then described into details. Then, the main results of the four load tests are presented, such as the bearing capacity and creep load. The base resistances and shaft resistances derived from the extensometers installed in the columns are then pared to each other. Finally, results are compared to past experiences realized in soils of comparable nature, and to calculated values according to different standards.

Japanese Geotechnical Society Special PublicationVol. 11(5)
Université Gustave Eiffel (FR)
Openalex Percentile: Top 76%
Geotechnical Engineering and Soil Stabilization
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