3688 Nanhai Road, Nanshan District
Shenzhen, 518060
China
Shenzhen University
high-speed railway, pile-raft-supported subgrade, tunneling induced deformation, soil-pile interaction, model test
Shield tunnel, circumferential joint with dowel, shear resistance experiment, mechanical calculation model, N-Q envelope curves
Passive arching, Trapdoor tests, progressive failure, Load-displacement curve, Sand deformation
Pile-raft foundation, tunnelling, Soil arching, Model test, Particle image velocimetry