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Erschienen in: International Journal of Geosynthetics and Ground Engineering 3/2019

01.09.2019 | Articles of Professional Interest

Sand Compaction Pile Method and Its Applications

verfasst von: A. Ezoe, K. Harada, J. Otani

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 3/2019

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Abstract

A unique ground improvement method developed in Japan, the sand compaction pile (SCP) method, improves soft ground by using vibration to install sand or any other similar material into soft ground via a casing pipe and forms sand piles in the ground. The vibratory SCP method is applied to not only cohesive ground, but sandy ground as well and is the most typically used liquefaction countermeasure method in Japan. This report gives an outline of non-vibratory SCP and injection-type SCP, which were developed from the vibratory SCP method to meet current requirements such as environmental friendliness and downsizing, and how they are used, what materials are used, and case studies regarding their application. In addition, as a result of analyzing the improvement effect as a liquefaction countermeasure, the improvement effects of non-vibratory SCP and injection-type SCP are equivalent to that of vibratory SCP. From these, it is confirmed that the SCP method can be applied in various execution conditions as a liquefaction countermeasure and it is expected that the method can be widely utilized in countries all over the world.

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Metadaten
Titel
Sand Compaction Pile Method and Its Applications
verfasst von
A. Ezoe
K. Harada
J. Otani
Publikationsdatum
01.09.2019
Verlag
Springer International Publishing
Erschienen in
International Journal of Geosynthetics and Ground Engineering / Ausgabe 3/2019
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI
https://doi.org/10.1007/s40891-019-0175-9

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