Numerical study on a countermeasure principle using artificial drainage material against sand boil damage caused by liquefaction during earthquakes

Soichi Tashiro

Presentation information

Oral Session

13. Ground improvement, reinforced soil structure and geosynthetics & 16. Tunnels and lifelines

[OS-14] Ground improvement, reinforced soil structure and geosynthetics 1

Wed. May 8, 2024 11:00 AM - 12:30 PM Room E (10F 1009)

Chairperson: Yasuo Sawamura (Kyoto University)

11:24 AM - 11:36 AM

[OS-14-03] Numerical study on a countermeasure principle using artificial drainage material against sand boil damage caused by liquefaction during earthquakes

*Soichi Tashiro¹, Hideyuki Asada¹, Kazuhiko Ueno², Youhei Katayama², Shinji Sassa³ (1. Toa Corporation, 2. Penta-Ocean Construction Co., Ltd., 3. Port and Airport Research Institute, National Institute of Maritime, Port and Aviation Technology)

Keywords:Sand boil, Liquefaction, Artificial drainage material, Effective stress analysis, Model test

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