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.