Numerical analysis of centrifuge model test on seismic behavior of group pile foundation with soil improvement in liquefiable ground

Keita Inagami

[22-9-2-04] Numerical analysis of centrifuge model test on seismic behavior of group pile foundation with soil improvement in liquefiable ground

*Keita Inagami¹, Yasuo Sawamura¹, Yusuke Miyazaki¹, Tomohiko Nishihara², Takashi Kosaka², Masahiro Hattori³, Tomohiko Maekawa³, Makoto Kimura¹ (1. Kyoto University, 2. Hanshin Expressway , 3. Hanshin Expressway Technology Center)

Keywords:pile foundation, soil improvement, liquefaction

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杭基礎⑦

[22-9-2-04] Numerical analysis of centrifuge model test on seismic behavior of group pile foundation with soil improvement in liquefiable ground

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