Guangzhou Higher Education Mega Center
Waihuanxi Road 230
Guangzhou, 510006
China
Guangzhou University
Tunnel face stability, tunnel face seepage, specific discharge, saturated sandy ground, CFD-DEM coupling, analytical model
Vertical breakwater, Solitary wave, Stability analysis, Strength reduction method, Safety factor, Overturning failure
Face stability, Soil arching effect, Unsaturated sand, DEM modelling, model test
Shield tunnelling, Soil arching effect, Topographic change, Numerical modelling, Analytical method
Shield tunnel, Explosion, Damage patterns, Grouting layer, Joint openings
Tunnel face stability, Shield cutterhead vibration, Soil-rock layered ground, DEM modelling, model test