Presentation Information

[CS10-143]Analytical study of the effect of bi-directional input seismic motion on the liquefaction of a soil column

*Kento Asami1, Kazuma Inoue1, Kyohei Ueda2, Yusuke Ono3 (1. National institute of technology, Gunma college, 2. Disaster Prevention Research Institute, Kyoto University, 3. Tottori University)
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Keywords:

Horizontal bi-directional input seismic motion,Liquefaction,Excess pore water pressure ratio,Effective stress analysis,Spectrum-compatible wave

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