Effect of spatial variations in relative density for dense sand on seismic behavior of the seawall pile foundation based on centrifugal shaking table experiments
Author:
Affiliation:
1. Obayashi Corporation
2. Central Research Institute of Electric Power Industry
3. CERES, Inc.
4. Kyushu Electric Power Co., Inc.
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/49/10_v10.OS-38-05/_pdf
Reference6 articles.
1. 1) Chakrabortty, P. and Popescu, R. (2012): Numerical simulation of centrifuge tests on homogeneous and heterogeneous soil models, Computers and Geotechnics, 41, 95–105.
2. 2) Ishimaru, M., Sawatsubashi, M., Takada, Y., Hiraga, K. and Tokunaga, H. (2024): Impact of spatial variations on the physical characteristics of landfill ground composed of rock debris analyzed through centrifugal model testing, Proc. of 8th International Conference on Earthquake Geotechnical Engineering, Osaka, Japan.
3. 3) Kazama, M. and Inatomi, T. (1993): Application of Centrifuge Model Testing to Dynamic Problems, Journal of the Japan Society of Civil Engineers, No. 477, I-25, 83-92. (in Japanese).
4. 4) Maharjan, M, and Takahashi, A. (2013): Centrifuge model tests on liquefaction-induced settlement and pore water migration in non-homogeneous soil deposits, Soil Dynamics and Earthquake Engineering, 55, 161–169.
5. 5) Sawatsubashi, M., Ishimaru, M., Hiraga, K. and Oikawa, K. (2024): Laboratory tests on criteria for evaluating the effects of liquefaction on cemented sand, Proc. of 8th International Conference on Earthquake Geotechnical Engineering, Osaka, Japan.
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