1239 Siping Road
Shanghai, 200092
China
Tongji University
high-speed railway, pile-raft-supported subgrade, tunneling induced deformation, soil-pile interaction, model test
Geosynthetic, GRPS embankments, Fault Tree Analysis, Reliability Analysis, Probabilistic analysis
Railway Ballast Bed, Multi-stage Voiding, Particle Movement, Particle Contact Stress, Group response of probe particles
Pile-raft foundation, tunnelling, Soil arching, Model test, Particle image velocimetry