地震時挙動

[12-9-2-05] Seismic design of piers with pile foundation on ground conditions with thin liquifiable layer (Part 2: Results and discussion)

*Suzuki Akira¹, Doi Tatsuya², Izawa Jun², Kawasaki Yuto¹ (1. Integrated Geotechnology Institute Limited, 2. Railway Technical Research Institute)

Keywords:pile foundation, liquefaction, coefficient of subgrade reaction