Nanchang Subway Line 2 Tunnel Project
Φ 6.28m CREG EPB TBM
Project Year: 2023
Project Summary
Route Overview:
The shield machine sequentially tunnels beneath clusters of buildings:
Fire brigade buildings,
1-6 story residential buildings,
Nanchang Public Transportation Group Building
2-7 commercial story buildings.
Construction Difficulties
Geological and Construction Challenges:
The tunnel section is located in a full-section water-rich sandy stratum with abundant groundwater.
The tunnel needs to pass under multiple buildings
A 320-meter small-radius curve
The site is limited in space, making the construction process even more challenging.
Jello-Mud Result
Injection Process:
Inject Jello-Mud into the soil chamber via bentonite injection system to replace soil spoil.
Rotate the cutter head at intervals to ensure Jello-Mud reaches the front of the cutter head.
During injection, monitor the changes in soil pressure within the chamber to ensure a stable soil chamber pressure is established in front of the cutter head.
This process helps to prevent groundwater from infiltrating into the soil chamber.
Photos taken from the TBM pressure system. Before and after Jello-Mud injection. Soil chamber pressure was at 0.26 - 0.55 bar before Jello-Mud Injection. It reached 1.66 - 1.93 bars after the soil was fully replaced by Jello-Mud.
Soil chamber was maintained at 1.52-1.84 bar even after 48 hours of downtime.