Clay Shock Injection Effect
Example of construction with φ 10.3 m Mud Pressure Shield TBM R = 30 m (R/D = 2.9)
Chamber Filling Example
1.Keeping face pressure stable during break in excavation.
2.Keeping mud & mud pressure stable during long-term break in excavation.
Clay Shock combination example in complicated soil layer.
Relation between dry amount and cutter torque.
