Presentation Information

[VI-309]Excavated soil volume control plan for large-diameter mud pressure shield of Φ17.68m

*Taiga Yokoyama1, Hokuto Iida1, Yosuke Shimo2, Nobuhiko Oka2, Tsubasa Nishikawa2 (1. Shimizu・TakenakaDoboku・Toua JV, 2. West Nippon Expressway Company Limited, Kansai Branch Shin-Meishin Osaka East Office)

Keywords:

shield tunnel,mud pressure,large cross section shield,management of excavated soil volume