The Melbourne Metro Tunnel Project utilizes Tunnel Boring Machines (TBMs) for the excavation of the tunnels. TBMs are specialized machines designed to bore through various types of ground, including soil, rock, and mixed geological formations. Here is a detailed overview of the Tunnel Boring Machines used in the Melbourne Metro Tunnel Project:

 

  1. Machine Types:

The Melbourne Metro Tunnel Project employed two types of TBMs: Earth Pressure Balance (EPB) machines and Slurry TBMs. Each machine type is suitable for different ground conditions encountered during tunneling.

 

  • Earth Pressure Balance (EPB) Machines: EPB machines are used in cohesive soils and soft ground conditions. These machines apply pressure to the face of the excavation, controlling the ground stability. They have a screw conveyor system that transports excavated soil and materials to the back of the machine for removal.

 

  • Slurry TBMs: Slurry TBMs are used in unstable ground conditions, including loose soils and mixed face conditions with potential water ingress. These machines operate within a pressurized chamber filled with a bentonite slurry or other stabilizing fluid, which counteracts water pressure and maintains the stability of the tunnel face. Excavated material is mixed with the slurry and pumped out through a slurry separation plant.

 

  1. Machine Components:

TBMs consist of several key components that facilitate the tunnel excavation process:

 

  • Cutterhead: The cutterhead is located at the front of the TBM and is equipped with cutting tools, such as disc cutters or drag bits. It rotates and grinds the ground, breaking it into smaller pieces for removal.

 

  • Shield: The shield surrounds the TBM and protects workers from the external environment. It also provides stability to the tunnel face and prevents cave-ins.

 

  • Thrust System: The thrust system pushes the TBM forward as excavation progresses. It is typically composed of hydraulic jacks or mechanical rams.

 

  • Conveyor System: TBMs have a conveyor system that transports excavated material to the rear of the machine for removal. The type of conveyor system varies depending on the TBM type.

 

  • Segment Erector: In the case of segmentally lined tunnels, a segment erector is used to position precast concrete segments into place, forming the tunnel lining.

 

  1. Excavation Process:

The TBM excavation process involves several stages:

 

  • Excavation: The TBM’s rotating cutterhead grinds the ground, creating a bore. The excavated material is transported through the machine to the rear using the conveyor system.

 

  • Support System: As the TBM advances, temporary support systems such as grouting, steel ribs, or shotcrete are used to stabilize the excavated tunnel face until the permanent tunnel lining is installed.

 

  • Segment Installation: In segmentally lined tunnels, precast concrete segments are transported into the tunnel and positioned using the segment erector. These segments form the final tunnel lining, providing structural support and waterproofing.

 

  • Grouting and Waterproofing: After the segments are in place, grouting and waterproofing processes are conducted to ensure the stability and integrity of the tunnel lining.

 

  1. TBM Specifications:

The specific specifications of the TBMs used in the Melbourne Metro Tunnel Project, such as their diameter, length, and cutting capacity, can vary based on the project requirements. These details are typically provided in official project documentation or reports specific to the Melbourne Metro Tunnel Project.

 

It’s important to note that the Melbourne Metro Tunnel Project involves large-scale infrastructure development, and the specific details of the TBMs used, including their manufacturers and technical specifications, can be obtained through official project documentation or by contacting the project authorities directly. If you’d like your cutting done expertly. Call the Melbourne concrete cutting experts at https://bullseyeconcretecuttingmelbourne.com/