Re-liquefaction characteristics of ground filled with volcanic ash soil
Author:
Affiliation:
1. Kitami Institute of Technology
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/60/10_v10.P2-04/_pdf
Reference10 articles.
1. 1) Asonuma, T., Miura, S., Yagi, K. and Tanaka, H. (2002): Dynamic deformation characteristics of volucanic soils and their evaluation methods, Doboku Gakkai Ronbunshuu, 708, 161-173 (in Japanese).
2. 2) Fioravante, V. (2000): Anisotropy of small strain stiffness of Ticino and Kenya sands from seismic wave propagation measured in triaxial testing, Soils and Foundations, 40(4), 129-142.
3. 3) Ishihara, K. (1973): Simple method of analysis for liquefaction of sand deposits during earthquakes, Soils and Foundations, 17(3), 1-8.
4. 4) Ishikawa, T., Yoshimi, M., Isobe, K., and Yokohama, S. (2021): Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi Earthquake with JMA seismic intensity 7. Soils and Foundations, 61(4), 1151-1171.
5. 5) Ito, Y., Yamashita, S., Suzuki, T. and Hirata, H. (2005): Gentle slope movements induced by the 2003 Tokachi-Oki Earthquake, in the Kyowa area of Tanno Town, Hokkaido, Japan, Journal of the Japan Landslide Society, 42(2), 103-111.
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