1239 Siping Road
Shanghai, 200092
China
Tongji University
Tunnel face stability, tunnel face seepage, specific discharge, saturated sandy ground, CFD-DEM coupling, analytical model
Segmental lining structures, Torsional deformation, Soil-tunnel interaction, Longitudinal torsional stiffness, Bending-shearing-torsion mode
Face stability, Soil arching effect, Unsaturated sand, DEM modelling, model test
Shield tunnelling, Soil arching effect, Topographic change, Numerical modelling, Analytical method