Characteristics of liquefaction processes in sandy soils under long-duration seismic waves

Author:

Ishikawa Keisuke1,Yasuda Susumu1

Affiliation:

1. Tokyo Denki University

Publisher

The Japanese Geotechnical Society

Reference6 articles.

1. 1) Ishikawa K., Yasuda S., and Aoyagi T. (2014): Studies on the reasonable liquefaction-prediction method of the 2011 Great East Japan Earthquake, Japanese Geotechnical Journal, 9 (2), 169-183. in Japanese.

2. 2) Ishihara K., Tatsuoka F. and Yasuda S. (1975): Undrained deformation and liquefaction of sand under cyclic stresses, Soils and Foundations, 15(1), 29-44.

3. 3) Ishihara K. and Yasuda S. (1972): Sand liquefaction due to irregular excitation, Soils and Foundations, 12 (4), 65-78.

4. 4) Kokusho T., Shimada M. and Kato S. (1981): Characteristics of dense sand cyclically sheared under undrained condition, Proc. of the 16th Japan National Conf. on SMFE, 609-612. In Japanese.

5. 5) National Research Institute for Earth Science and Disaster Resilience. (2019) K-NET, KiK-net, (Japan) National Research Institute for Earth Science and Disaster Resilience, https://doi.org/10.17598/NIED.0004

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