X-ray CT model tests on microstructural change in compacted ground improved by SCP method
Author:
Affiliation:
1. Fudo Tetra Corporation, Kyusyu Branch
2. Fudo Tetra Corporation, Head Office
3. Kumamoto University, Faculty of Engineering
4. Kumamoto University, Faculty of Advanced Science and Technology
Publisher
The Japanese Geotechnical Society
Subject
Industrial and Manufacturing Engineering
Link
https://www.jstage.jst.go.jp/article/jgs/17/4/17_523/_pdf
Reference33 articles.
1. 1) Yasuda, S., Ishihara, K., Harada, K., Shinkawa, N.: Effect of soil improvement on ground subsidence due to liquefaction, Special Issue of Soils and Foundations, pp.99-107, 1996.
2. 2) Yasuda, S., Harada, K., Ishikawa, K., Kanemaru, Y.: Characteristics of the liquefaction in Tokyo bay area by the 2011 great east Japan earthquake, Soils and Foundations, Vol.52, No.5, pp.793-810, 2012.
3. 3) 松尾修, 安田進, 山本実, 原田健二, 橋本隆:レベル2地震動における改良地盤の評価に関する実証的研究, 第24回地震工学研究発表会講演論文集, pp.273-276, 1997.
4. 4) Harada, K., Ishihara, K. Orense, R.P., Mukai, J.: Relations between penetration resistance and cyclic strength to liquefaction as affected by Kc–conditions, Proc. Geotechnical Earthquake Engineering and Soil Dynamics IV, Sacramento CA, Paper 111, 2008. (in CD-ROM).
5. 5) Okamura, M., Ishihara, M., Oshita, T.: Liquefaction resistance of sand deposit improved with sand compaction piles, Soils and Foundations, Vol.43, No.5, pp.175-187, 2003.
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1. Shaking Table Tests on Model Ground Simulating Constructions of Sand Compaction Piles －Difference of Behavior between Improved and Unimproved Ground－;Journal of the Society of Materials Science, Japan;2024-01-15
2. Analyses of the improvement effectiveness of Sand Compaction Pile method in past earthquakes and recent findings;Japanese Geotechnical Society Special Publication;2024
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