1.Applicability to a wide range of soil types
 This method is applicable to diverse soil types because sand, gravel, silty clay, Shirasu, and alternations thereof can be converted to muddy soil with plastic fluidity and impermeability using mud making agent.

2.Minimization of settlement
 The face is retained by muddy soil and thus there occurs hardly any disturbance of the soil. Ground surface settlement can therefore be minimized.

3.Simultaneous backfilling

 Shield perimeter and the kneading chamber are waterproofed by muddy soil, so no backfill material affects the face. Simultaneous backfilling is thus ensured.

4.Applicability at great depths and under high water pressure
 Tunnel driving tests under a maximum water pressure of 0.7 MPa have confirmed satisfactory performance of the method under high water pressure. The method is applicable to great depths exceeding 50 m.


   The DK Shield Method controls muddy soil pressure in three phases to minimize disturbance to the ground, and thus controls tunnel driving.

1.Convert excavated soil into muddy soil
 Mud making agent is injected into soil that has been excavated from the tunnel by a cutter. Excavated soil is then kneaded forcefully with the agent using kneading blades and changed to muddy soil with plastic fluidity and impermeability.

2.Stabilize the face with muddy soil
 Kneading chamber and screw conveyor are filled with muddy soil. Then, muddy soil pressure is generated by the thrust of a jack to resist groundwater pressure and earth pressure for providing face stability.

3.Control tunnel driving by muddy soil pressure
 Muddy soil pressure is constantly monitored using muddy soil cells attached to the bulkhead. Tunnel driving is controlled by changes in the rate of shield advance and the rotational speed of the screw conveyor so that muddy soil pressure becomes equivalent to the total of earth pressure at rest and water pressure.
 

 


▲zoom
   
Construction on the Keihin-ushioda power
transmission line by Tokyo Electric Power Company
(Diameter: 5.03 m)
  Second-phase construction of the Ohta main
sewerage tunnel by the Tokyo metropolitan
government (Diameter: 8.21 m)
  Metropolitan expressway, Central Loop
Shinjuku Line (outer line) by the Metropolitan
Eexpressway Public Corporation
(Diameter :12.02 m)
     

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