Effective Stress Analysis Method Ranging from Unsaturated to Saturated Porous Media and Its Application to Underground Structure in Liquefiable Ground (part1)

Presentation information

[共通セッション] 地震工学

Fri. Sep 10, 2021 11:10 AM - 12:30 PM CS-1 (Room42)

Chair: Tetsuo TOBITA

〇Shunichi Higuchi¹, Koji Ito¹, Tomihiro Sasaki¹ (1.Obayashi co.)

Keywords:unsaturated soil, unsaturated seepage flow behavior, liquefaction, underground structure, effective stress analysis

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