Tunnel boring machines
A tunnel boring machine excavates a circular tunnel with a rotating cutterhead and, in most modern urban tunnels, builds the permanent lining as it goes. Its shield, a steel cylinder, supports the ground around the machine; hydraulic jacks push against the last lining ring to drive the machine forward; inside the shield, an erector places precast concrete segments to form the next ring.
The type of machine is chosen from the ground. Open gripper machines suit strong rock that stands unsupported. In soft ground and below the water table, closed-face machines support the excavated face. Earth pressure balance machines hold the spoil in a pressurised chamber and remove it with a screw conveyor at a controlled rate; they suit clays and silts. Slurry machines support the face with pressurised bentonite slurry and pump the spoil out; they suit sands and gravels with high water pressure. Mixed-mode machines can switch between modes.
Face pressure must be controlled carefully: too low and the ground moves into the face, causing settlement at the surface; too high and slurry or ground may blow out. The gap between the segments and the excavated ground is filled with grout injected through the tail of the shield to limit settlement. Surface settlement is monitored over buildings and services.
Metro tunnels in Indian cities, for example, are commonly driven by earth pressure balance machines. Progress is set by the cycle of boring one ring length and building the ring, plus maintenance and cutter changes.
Watch face pressure and grout volume every ring; both are early warnings of settlement.
Excavated volume per metre: V = π D² / 4Rings per day = advance per day / ring length
Treating the TBM as a rock machine in soft ground and running with low face pressure.
Problem. A TBM of 6.6 m excavated diameter advances 15 m per day with 1.5 m long rings. Find the excavated volume per metre, rings per day and spoil per day (in-situ).
- Volume per metre = π × 6.6² / 4 = π × 3.3² = 34.21 m³/m.
- Rings per day = 15 / 1.5 = 10 rings.
- Spoil per day = 15 × 34.21 = 513 m³ in situ (more when bulked).
- Plan muck removal for the bulked volume, not the in-situ volume.
Answer. 34.2 m³/m; 10 rings/day; about 513 m³/day in situ
Quick quiz
1What do the jacks push against?
The last lining ring already built.
2Which TBM type suits sands under high water pressure?
A slurry machine.
3Why is tail grouting done?
To fill the gap behind the segments and limit ground settlement.
- IS 4880 (series) (India): Design of tunnels conveying water.
- IS 15026 (India): Tunnelling methods in rock masses: guidelines.
- EN 1997 (Eurocode 7) (Europe): Geotechnical design.
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- J. O. Bickel, T. R. Kuesel, E. H. King, Tunnel Engineering Handbook, Chapman and Hall, 2nd edition.
- E. Hoek, E. T. Brown, Underground Excavations in Rock, Institution of Mining and Metallurgy, 1980.
Free and official sources
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