砂質土（動的特性）

[24-5-1-03] Hybrid Ground Response Simulation on Water Pressure Conditions for Steady State of Sand

*RYUICHI IBUKI¹, TOMOYA ONODERA¹, JUN IZAWA¹, FUKUTAKE KIYOSHI², KIRIYAMA TAKATOSHI², KODAMA TSUYOSHI³, MABUCHI SOUICHI³ (1. Railway Technical Research Institute, 2. SHIMIZU CORPORATION, 3. ITOCHU Techno-Solutions Corporation)

Keywords:steady state, pore water pressure, critical void ratio