Presentation Information
[III-465]Damage Parameters of Volcanic-Ash Cohesive Soils for Prediction of Post-cyclic Drainage Settlements
*Kanta Usui1, Kazuya Yasuhara1, Tomohito Kakegawa2, Kaoru Kobayashi1 (1. Ibaraki University, 2. Chuo Kaihatsu Co. LTD)
Keywords:
Undrained cyclic triaxial test,Excess pore water pressure ratio,Cyclic double amplitude strain,Volcanic-ash cohesive soil,Post-cyclic settlement
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