地震時挙動

[12-9-2-04] Seismic design of piers with pile foundation on ground conditions with thin liquifiable layer (Part 1: Background)

*Doi Tatsuya¹, Jun Izawa¹, Akira Suzuki², Yuto Kawasaki² (1. Railway Technical Research Institute, 2. Integrated Geotechnology Institute Limited)

Keywords:pile foundation, liquefaction, coefficient of subgrade reaction