Geotechnical Engineering (1)

2:40 PM - 2:50 PM JST(5:40 AM - 5:50 AM UTC)

[CS2-19] EFFECT OF DEEP LIQUEFIABLE GROUND ON RBC(S) JOINT OPENING MECHANISM CONSIDERING VARIED DRAINAGE CONDITIONS

*Brian Mwendwa Mutua¹, Yuusuke Miyazaki¹ (1. Kyoto University)

Keywords:

Liquefaction,Drained and undrained condition,Effective stress decreasing ratio,Joint opening

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