Analysis on corelation between in-site stiffness and unconfined compression strength of liquefied stabilized soil

Presentation information

第III部門

Fri. Sep 16, 2022 9:00 AM - 10:20 AM III-4 (吉田南総合館東棟　共東３１)

Chair: Atsushi Takai

9:50 AM - 10:00 AM

*SUSUMU NAKAJIMA¹, Keisuke Ohta¹, Yoshitaka Tomida¹, Shota Takagi¹, Kenta Sugiyama¹, Taketo Sato¹ (1. Railway Technical Research Institute)

Keywords:liquefied stabilized soil, embankment, strength, stiffness

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