Liquefaction characteristics of residential volcanic soil ground suffered by 2018 Hokkaido Iburi Tobu Earthquake
Author:
Affiliation:
1. Faculty of Engineering, Kitami Institute of Technology
2. Graduate School of Engineering, Kitami Institute of Technology
Publisher
The Japanese Geotechnical Society
Subject
Industrial and Manufacturing Engineering
Link
https://www.jstage.jst.go.jp/article/jgs/14/4/14_353/_pdf
Reference5 articles.
1. 2) Ito, Y., Yamashita, S., Suzuki, T. and Hirata, H.: 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, Vol. 42, No. 2, pp. 103-111, 2005.
2. 9) Yamashita, S. and Toki, S.: Effects of fabric anisotropy of sand on cyclic undrained triaxial and torsional strengths, Soils and Foundations, Vol. 33, No. 3, pp. 92-104, 1993.
3. 11) Ishihara, K: Simple method of analysis for liquefaction of sand deposits during earthquakes, Soils and Foundations, Vol. 17, No. 3, pp. 1-8, 1973.
4. 14) Yamashita, S., Kawaguchi, T., Nakata, Y., Mikami, T., Fujiwara, T. and Shibuya, S.: Interpretation of international parallel test on the measurement of Gmax using bender elements, Soils and Foundations, Vol. 49, No. 4, pp. 631-650, 2009, (Lab. No. 22).
5. 15) Iwasaki, T. and Tatsuoka, F.: Effect of grain size and grading on dynamic shear moduli of sands, Soils and Foundations, Vol. 17, No.3, pp. 19-35, 1977.
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