Guangzhou Guanghua River-crossing Tunnel Project

Φ8.8m CRCHI EPB TBM

Project Year: 2024

Project Summary

Route Overview:

  • After leaving Baiyun City Center Station, the tunnel travels north until reaching Baifang Shield Shaft.

    Tunnel Details:

    • Left-line shield tunnel: Total length of 3497.325m

    • Right-line shield tunnel: Total length of 3496.788m

    • The tunnel is constructed using 2 EPB TBMs with a diameter of 8.8 meters.

    • The tunnel has a burial depth ranging from 13.21 meters to 35 meters.

Construction Difficulties

Geological Strata:

  • The tunnel primarily passes through the following strata:

    • Strongly weathered mudstone sandy shale

    • Moderately weathered mudstone sandy shale

    • Slightly weathered mudstone sandy shale

    • Strongly weathered coarse sandstone

    • Moderately weathered coarse sandstone

  • Main Risks:

    • South Linggangpu Road building complex

    • 110 kV Jialong Line high-voltage power tower

    • Baiyun Five Line (high-voltage line)

    • Ultra-high-pressure gas pipelines

    • South Fang Village building complex

    • 110 kV Jialong Line high-voltage power tower

    • Liuxi River

  • Screw conveyor’s stable soil removal is crucial to the construction:

    • In highly water-rich and complex geological formations, challenges such as over-excavation and unstable screw conveyor pressure can lead to severe problems.

    • If muck is not removed efficiently or over-excavation occurs, it can trigger issues such as water and sand inflow.

    • These issues can result in surface collapse, traffic disruption, building cracks, and even the burial of the TBM.

Jello-Mud Result

  • 2 air compressors are used to maintain the soil chamber pressure

  • Before Jello-Mud Injection:

    • 7.4 bar air pressure was insufficient to maintain the required 3.1 bar soil pressure

  • After Jello-Mud was injected around the shield to form an annular pressurized ring:

    • The compressors maintained a 7.4 bar air pressure, which stabilized the 3.2 bar soil pressure.

    • As tunnelling progresses, the air compressors decreased to 6.7-6.9 bar to sustain 3.2 bar soil pressure.

Onsite photo showing no signs of soil spewing at the screw conveyor.