Presentation Information

[III-35]Consideration of liquefaction strength characteristic of some problematic soils

*Kaito Sumiyoshi1, Kazuaki Hioki2, Kenta Hattori3 (1. Osaka Institute of Technology Graduate School of Engineering, 2. Osaka Institute of Technology, 3. Kansai Geo and Environment Research Center)

Keywords:

problematic soils,liquefaction strength characteristic,cyclic undrained triaxial test,flow limit