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)
Keywords:
Horizontal bi-directional input seismic motion,Liquefaction,Excess pore water pressure ratio,Effective stress analysis,Spectrum-compatible wave
Comment
To browse or post comments, you must log in.Log in