Study on the Effect of Union Basement on Decreasing Destruction During Liquefaction

Author:

Liu G.,Ishikura R.,Yasufuku N.,Kasama K.,Matsuo N.

Publisher

Springer Japan

Reference7 articles.

1. Fukutake T, Yasuhiro S, Tokimatsu K (2013) Discussing the Inhibitory effects of ground water draining and decreasing by numerical analysis for existing housing. The 48th annual meeting of Japanese Geotechnical Society, Toyama, Japan, 7 July, pp 1607–1608 (in Japanese)

2. Hayashi K, Fujii N, Muramastu T, Houjyou K (1997) Direct comparison of gravity model and centrifuge model for the seismic problem. J Geotech Eng, No. 582/III-41, 207–216

3. Kasama K, Zen K, Chen GQ, Hayashi K (2010) Shaking table model test on seismic stability of caisson type quay—wall in application of cement-mixing method. J Geotech Eng (c) 66(1):196–201 (in Japanese)

4. Suzuki Y, Tokimatsu K, Hidekawa T, Adachi N (2013) Dynamic centrifuge model test of liquefaction countermeasures using both dewatering and drainage method for existing houses. The 48th annual meeting of Japanese Geotechnical Society, Toyama, Japan, 7 July, pp 1603–1606 (in Japanese)

5. Tajima T (2013) Discussion the function of basement on seismic resistance with liquefaction problem, Bachelor Dissertation, Kyushu University, Japan (in Japanese)

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