Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
Online ISSN : 2185-4653
ISSN-L : 2185-4653
JSCE Journal of Earthquake Engineering, Vol.34 (Paper)
EFFECT OF LOG PILING METHOD FOR LIQUEFACTION COUNTERMEASUREAS BY LARGE-SCALE SHAKING TABLE TEST
Atsunori NUMATATakumi MURATASaima RIAZKaori MimuraTadashi HARA
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2015 Volume 71 Issue 4 Pages I_274-I_283

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Abstract
 The long-term use of wood is a means of mitigating global warming and rejuvenating forestry. Accordingly, the authors have been developing a liquefaction countermeasure that uses logs. To investigate the effect of this method against liquefaction, a large-scale shaking table test was previously conducted. Results of that experiment indicated that the log piling liquefaction countermeasure is more effective than soil densification, likely because of densification between piled logs and increase of horizontal earth pressure. In regard to this experiment, the present paper discusses the stress-strain relation and effective stress path, and considers the results of sounding tests at the ground between piled logs, comparing them with the shaking table tests and the results of element tests. The results confirm that the log piling liquefaction countermeasure is two times more effective than soil densification in the rage of relative density more than 60 %.
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© 2015 by Japan Society of Civil Engineers
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