Study on Liquefaction Countermeasure Effectiveness of Lattice-Type Deep Mixing Based on Full-Scale Field Test

HIGASHI SHOJI; HARADA KENJI; NITAO HIROSHI; HASHIMOTO NORIYUKI; SUZUKI AKIHIKO; HATSUYAMA YUKIHARU; TATESHITA KAZUYUKI; SUGANO TAKAHIRO; NAKAZAWA HIROSHI

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J-GLOBAL ID：201002204258451373 Reference number：10A0107660

Study on Liquefaction Countermeasure Effectiveness of Lattice-Type Deep Mixing Based on Full-Scale Field Test

実大実験における格子状固化改良の液状化対策効果に関する研究

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Material：
Volume： 59 Issue： 1 Page： 14-19 (J-STAGE) Publication year： 2010
JST Material Number： F0385A ISSN： 0514-5163 CODEN： ZARYA Document type： Article
Article type：原著論文 Country of issue： Japan (JPN) Language： JAPANESE (JA)

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Soil improvement and stabilization

Reference (11)：

1) K. Suzuki, S. Saitoh, H. Kimura, N. Kibayashi and N. Hosomi, “Investigation Report on Building Foundation Improved by Lattice-type Deep-mixing Method as a Liquefaction Countermeasure”, Journal of the foundation and equipment, Vol.23, No.10, pp.54~58 (1995).
2) T. Sugano, H. Nakazawa Y. Hatsuyama, K. Tateshita, H. Nitao and A. Suzuki, “Liquefaction Countermeasure Effectiveness of Lattice-type Deep Mixing Using X-jet Method for Runway Pavement”, The 8^th Technical Meeting for Airport (2007).
3) T. Morita, S. Iai, L. Halong, K. Ichii and Y. Satou, “Simplified Method to Determine Parameters of FLIP”, Technical note of the Port and Harbor Research Institute, No.869 (1997).
4) Coastal Development Institute of Technology, “Design Cases for Harbor Structures”, pp.7-43∼7-50 (2007).
5) X-jet Society, “Technical report of X-jet”, p.7 (2007).

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