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Erschienen in: International Journal of Geosynthetics and Ground Engineering 6/2023

01.12.2023 | Original Paper

Experimental Observations on In-Situ Ground Response During Sequential Installation of Stone Column Improvement in the Saturated Ground

verfasst von: Ganesh Kumar Shanmugam, M. D. Godson, R. V. Yogesh, S. K. Jeeva, P. Madhiyarasu

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 6/2023

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Abstract

The selection of stone column improvement for liquefaction mitigation is a well-established popular treatment technique. However, the installation benefits of stone column improvement need to be better explored to understand the sequential improvement in the ground during installation. In this experimental study, an attempt has been made to monitor ground response in terms of in-situ density, pore pressure, and acceleration response during the installation of stone columns. A saturated ground having 40% relative density representing a liquefiable deposit was prepared with 900 mm depth for experimental investigations. Two area replacement ratios, i.e. 5 and 7.5%, were used for comparing installation benefits. Further, the influence of installation patterns was studied by performing experiments on two different test tanks, keeping an area replacement ratio of 5%. The observations on the ground highlight that selecting a location for initial stone column installation influences the deformation and drainage conditions of the saturated ground. About 30–60% reductions in the generation of pore pressure response were observed after installing the initial stone column for the selected test conditions. In addition, installation patterns and a higher area replacement ratio facilitated uniformity in ground densification.

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Metadaten
Titel
Experimental Observations on In-Situ Ground Response During Sequential Installation of Stone Column Improvement in the Saturated Ground
verfasst von
Ganesh Kumar Shanmugam
M. D. Godson
R. V. Yogesh
S. K. Jeeva
P. Madhiyarasu
Publikationsdatum
01.12.2023
Verlag
Springer International Publishing
Erschienen in
International Journal of Geosynthetics and Ground Engineering / Ausgabe 6/2023
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI
https://doi.org/10.1007/s40891-023-00489-0

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