Advances in Civil Engineering / 2019 / Article / Tab 1 / Research Article
Influence of Water Inrush from Excavation Surface on the Stress and Deformation of Tunnel-Forming Structure at the Launching-Arrival Stage of Subway Shield Table 1 Overview of shield machines in the XW section.
No. Item Liaoning 33 shield machine Komatsu shield machine 1 Shield type/model Composite earth-pressure balance/RME254 Composite earth pressure balance/TM641PMM 2 Diameter of excavation 6480 mm 6480 mm 3 Cutter head shield length 9.62 m 9.33 m 4 Length 73.62 m 67.28 m 5 Weight 450 t 450 t 6 Minimum turning radius 250 m 250 m 7 Maximum thrust 36000 kN 40018 kN 8 Rated torque 6650 kN·m 7500 kN·m 9 Torque relief 8320 kN·m 9000 kN·m 10 Maximum tunneling speed 100 mm/min 80 mm/min 11 Total equipment power 1855 kW 1402 kW 12 Cutter head opening rate 40% 38% 13 Central opening rate of the cutter head 50% —