Liquefaction traces on the Shinano River left bank after the 1964 Niigata Earthquake – Liquefaction research issues suggested by geoslicer survey results –

Author:

Toyota Hirofumi1,Kazama Motoki2

Affiliation:

1. Nagaoka University of Technology

2. Tohoku University

Publisher

The Japanese Geotechnical Society

Reference17 articles.

1. 1) Dobry, R., Taboada, V. and Liu, L. (1995): Centrifuge modeling of liquefaction effects during earthquakes, Special Lecture, Proceedings of First International Conference on Earthquake Geotechnical Engineering (IS-Tokyo 95), 3, 1291-1324.

2. 2) Fiegel, G. and Kutter, B.L. (1994): Liquefaction mechanism for layered soils, Journal of Geotechnical Engineering, ASCE, 120(4), 737-755.

3. 3) Hamada, M. (1992): Large ground deformations and their effects on lifelines: 1964 Niigata earthquake, Case studies of liquefaction and lifeline performance during past earthquakes, 1, Japanese case studies, Technical Report NCEER-92-0001, 4.1-4.85.

4. 4) Hamada, M., Yasuda, S., Isoyama, R. and Emoto, K. (1986): Observation of permanent ground displacements induced by soil liquefaction, Journal of Geotechnical Engineering, JSCE, 376, 211-220, 1986 (in Japanese).

5. 5) Haraguchi, T., Shimazaki, K., Kojima, K., Kitamura, A., Nakata, T. and Matsuoka, H. (1998): A new sampling method of unconsolidated sediments by long Geoslicer, Tsuchi-to-Kiso (JGS), 46(2), 24-26, (in Japanese).

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