Illustration of an EPB Shield, which also provides a view of the interior with a stone wall in the background.
Illustration of an EPB Shield, which also provides a view of the interior.

EPB Shield

Fast tunnelling technology with a wide range of applications 

Geology Soft ground
Soft ground (clay, silt, loam, low water permeability)
Diameter
1.7–16m

EPB Shields in operation

In soft, cohesive soils, tunnel boring machines with earth pressure balance support are preferred. With so-called Earth Pressure Balance Shields (EPB), the loosened and conditioned soil acts as a plastic support medium to support the tunnel face. When the excavation chamber is completely filled, this prevents uncontrolled penetration of the soil into the machine and creates the conditions for fast and safe tunnelling. In addition, soil conditioning and technical innovations from Herrenknecht can be used to further expand the geological range of applications. This applies both to small excavation diameters in pipe jacking and to large and very large diameters in shield tunnelling.

 

Stability through support pressure

A rotating cutting wheel equipped with tools presses against the tunnel face, loosening and conditioning the soil. The soil enters the excavation chamber through openings in the cutting wheel, where it mixes with the existing chamber filling of loosened and conditioned soil. Mixing arms on the cutting wheel and bulkhead knead the mass to the desired consistency. The pressure of the thrust cylinders is transferred via the bulkhead to the loosened and conditioned soil in the excavation chamber. When the external earth and water pressure is equal to the pressure of the supporting chamber filling, the necessary balance has been achieved to prevent heave or settlement on the surface.

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Functional principle

1
Cutting wheel

Cutting knives and disc cutters remove the soil from the tunnel face

2
Excavation chamber

The pliable, plastic soil in the excavation chamber transfers the necessary support pressure at the tunnel face

3
Bulkhead

Transfers the thrust force to the soil paste in the excavation chamber where it is controlled using pressure sensors

4
Mixing arms

Mixing arms at the cutting wheel and bulkhead mix the soil in the excavation chamber to obtain the required texture

5
Screw conveyor

The rotation speed determines how much material is removed from the excavation chamber, thus regulating the support pressure

6
Tailskin

Wire brushes seal the gap between the inside of the tailskin and the outside of the segmental lining

7
Erector

Remote-controlled, movable vacuum manipulator to position the segments during ring building

8
Tunnel lining

Lining of the tunnel with precision precast concrete segments

9
Backfilling

The annular gap between excavated surface of the ground and the outside of the tunnel lining is continuously filled with grout

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Cutting knives and disc cutters remove the soil from the tunnel face

The pliable, plastic soil in the excavation chamber transfers the necessary support pressure at the tunnel face

Transfers the thrust force to the soil paste in the excavation chamber where it is controlled using pressure sensors

Mixing arms at the cutting wheel and bulkhead mix the soil in the excavation chamber to obtain the required texture

The rotation speed determines how much material is removed from the excavation chamber, thus regulating the support pressure

Wire brushes seal the gap between the inside of the tailskin and the outside of the segmental lining

Remote-controlled, movable vacuum manipulator to position the segments during ring building

Lining of the tunnel with precision precast concrete segments

The annular gap between excavated surface of the ground and the outside of the tunnel lining is continuously filled with grout

Screw conveyor speed and advance rate regulate the pressure conditions 

A screw conveyor transports the excavated material from the bottom of the excavation chamber onto a belt conveyor. The interaction between the screw conveyor speed and the advance rate ensures precise control of the support pressure. Earth pressure sensors in the excavation chamber continuously monitor the earth pressure. This allows the machine operator to optimally adjust all tunnelling parameters, even in changing geological conditions, to achieve the balance described above.

Operating principle at a glance:

Cutting knives and disc cutters remove the soil.

Complete filling of the excavation chamber with a plastic soil paste creates active support pressure.

The controlled discharge with the screw conveyor transports the muck to logistics systems further back.

Hydraulic thrust cylinders in the shield or a jacking frame in the launch shaft push the machine or the entire pipe string forward.

Segmental lining or pipe jacking.

Wider range of applications thanks to good soil conditioning

Not all soils have ideal properties for EPB tunnelling in their natural state. However, the range of applications of the method can be vastly increased by soil conditioning. This involves changing the plasticity, consistency and water permeability of the geology by injecting various conditioning agents such as water, bentonite or foam. EPB Shields can thus achieve good advance rates even in heterogeneous soils containing gravel, sand or water or in unstable rock.

In stable geologies, EPB Shields can also be operated in so-called open mode. Here, active face support is not required and the excavation chamber is not filled. The screw is only used to convey the material from the excavation chamber onto the belt conveyor.

Adaptive tailskin sealing system

Under the protection of the tailskin, the individual segments are erected to form a ring by the erector. At the end of the tailskin, several rows of steel brushes are arranged all around, the spaces between which are continuously filled with sealing compound, thus creating a seal between the atmospheric tunnel and the earth and water pressure in the annular gap.

Herrenknecht's adaptive tailskin sealing system optimizes sealing compound consumption in tunnel boring machines through automation. It requires only one parameter – the sealing compound consumption in kilograms per square meter of segment surface – and then calculates all necessary settings. The system monitors sealant consumption in real time, detects deviations and enables corrections to be made, significantly increasing safety and efficiency. A manual mode offers additional flexibility for specific challenges. The even distribution of the sealing compound optimizes the seal against external influences such as earth pressure and groundwater. This reduces the amount of sealing compound used by up to 30% and increases the service life of the tailskin seal.

Further information

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Technological innovations for special requirements

The particular advantage of EPB Shields is their great flexibility. Various developments by Herrenknecht have vastly increased the range of possible applications of the method. In permeable geologies, additional slurry pumps behind the screw conveyor enable the support pressure to be maintained.  

In non-cohesive soils with a high groundwater content, the slurryfier box developed by Herrenknecht can be retrofitted. This special development connects the outlet of the screw conveyor with a slurry circuit for further hydraulic pumping. 

The allrounder principle EPB 

The concept of earth pressure support makes EPB technology an all-rounder for soft, cohesive soils of all kinds. In addition, the geological scope of application can be enhanced using soil conditioning and the technological innovations from Herrenknecht. This applies to both small excavation diameters in pipe jacking and large and even very large diameters with segmental lining. 

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Steffen Dubé President and General Manager Herrenknecht Tunnelling Systems USA Inc.
Gerhard Goisser Commercial Manager Herrenknecht Tunnelling Systems USA, Inc.

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Steffen Dubé President and General Manager Herrenknecht Tunnelling Systems USA Inc.
Gerhard Goisser Commercial Manager Herrenknecht Tunnelling Systems USA, Inc.