New Austrian Tunnelling method

"NATM" redirects here. For other uses, see NATM (disambiguation).

The New Austrian Tunnelling method (NATM) was developed between 1957 and 1965 in Austria. It was given its name in Salzburg in 1962 to distinguish it from old Austrian tunnelling approach. The main contributors to the development of NATM were Ladislaus von Rabcewicz, Leopold Müller and Franz Pacher. The main idea is to use the geological stress of the surrounding rock mass to stabilize the tunnel itself.^[1]

Many^[who?] have argued that the New Austrian Tunnelling method was not new or Austrian having been previously used else where in Europe and isn't a tunnelling method as much as a philosophy. This aside NATM has no doubt^{[citation needed]} done much to revolutionise tunnelling and bring it into the 21st century

Principles

The NATM integrates the principles of the behaviour of rock masses under load and monitoring the performance of underground construction during construction. The NATM is not a set of specific excavation and support techniques and has often been referred to as a "design as you go" approach to tunnelling providing an optimized support based on observed ground conditions but more correctly it is a "design as you monitor" approach based on observed convergence and divergence in the lining as well as mapping of prevailing rock conditions.

There are seven features on which NATM is based:

• Mobilization of the strength of rock mass - The method relies on the inherent strength of the surrounding rock mass being conserved as the main component of tunnel support. Primary support is directed to enable the rock to support itself.
• Shotcrete protection - Loosening and excessive rock deformation must be minimised. This is achieved by applying a thin layer of shotcrete immediately after face advance.
• Measurements - Every deformation of the excavation must be measured. NATM requires installation of sophisticated measurement instrumentation. It is embedded in lining, ground, and boreholes.
• Flexible support - The primary lining is thin and reflects recent strata conditions. Active rather than passive support is used and the tunnel is strengthened not by a thicker concrete lining but by a flexible combination of rock bolts, wire mesh and steel ribs.
• Closing of invert - Quickly closing the invert and creating a load-bearing ring is important. It is crucial in soft ground tunnels where no section of the tunnel should be left open even temporarily.
• Contractual arrangements - Since the NATM is based on monitoring measurements, changes in support and construction method are possible. This is possible only if the contractual system enables those changes.
• Rock mass classification determines support measures - There are several main rock classes for tunnels and corresponding support systems for each. These serve as the guidelines for tunnel reinforcement.

Based on the computation of the optimal cross section, just a thin shotcrete protection is necessary. It is applied immediately behind the Tunnel boring machine, to create a natural load-bearing ring and therefore to minimize the rock's deformation. Additionally, geotechnical instruments are installed to measure the later deformation of excavation. Therefore a monitoring of the stress distribution within the rock is possible.

This monitoring makes the method very flexible, even at surprising changes of the geomechanical rock consistency during the tunneling work, e.g. by crevices or pit water.^{[neutrality is disputed]} Such (usual) problems are not solved by thicker shotcrete, but the reinforcement is done by wired concrete which can be combined with steel ribs or lug bolts.

The measured rock properties lead to the appropriate tools for tunnel strengthening. Therefore in the last decade NATM was also applied to soft ground excavations and to tunnels in porous sediments. The flexible NATM technique enables immediate adjustments in the construction details, but this requires a flexible contractual system, too.

Philosophy and controversial names

NATM was originally developed for use in the Alps where tunnels are commonly excavated at depth and in high in situ stress conditions. The principles of NATM are fundamental to modern day tunnelling, however most city tunnels are built at shallow depth and need not control the release of the in situ stress, seeking instead to minimise settlement. This has led to a confusion in terminology in that tunnelling engineers use "NATM" to mean different things: some^[who?] define it as a special technique, but others^[who?] as a sort of philosophy. Recently the scene has been complicated by new terms and alternative names for certain aspects of NATM. This is partly caused by an increased use of the method in the USA, particularly in soft ground shallow tunnels (see External links).

Besides the official name New Austrian Tunnelling Method other designations are used, e.g. Sequential Excavation Method (SEM) or Sprayed Concrete Lining (SCL) are often used in shallower tunnels. In Japan sometimes other names were used, e.g. Centre Dividing Wall NATM, or Cross Diaphragm Method (both abbreviated as CDM), and even Upper Half Vertical Subdivision method (UHVS).

The Austrian Society of Engineers and Architects defines "NATM" as a method where the surrounding rock or soil formations of a tunnel are integrated into an overall ring-like support structure. Thus the supporting formations will themselves be part of this supporting structure.^{[cite this quote]}

However, many^[specify] engineers use "NATM" whenever shotcrete is proposed for initial ground support of an open-face tunnel. Especially with reference to soft ground, the term NATM can be misleading. As noted by Emit Brown, NATM can refer to both a design philosophy and a construction method.^{[cite this quote]}

Key features

According to E.Brown (Weblink 2), the key features of the design philosophy refer to:

• The strength of the ground around a tunnel is deliberately mobilized to the maximum extent possible.
• Mobilization of ground strength is achieved by allowing controlled deformation of the ground.
• Initial primary support is installed having load-deformation characteristics appropriate to the ground conditions, and installation is timed with respect to ground deformations.
• Instrumentation is installed to monitor deformations in the initial support system, as well as to form the basis of varying the initial support design and the sequence of excavation.

When NATM is seen as a construction method, the key features are:

• The tunnel is sequentially excavated and supported, and the excavation sequences can be varied.
• The initial ground support is provided by shotcrete in combination with fibre or welded-wire fabric reinforcement, steel arches (usually lattice girders), and sometimes ground reinforcement (e.g. soil nails, spiling).
• The permanent support is usually (but not always) a cast-in-place concrete lining.^{[citation needed]}

Some experts^[who?] note that many of these construction methods were used in the US and elsewhere in soft-ground applications, before NATM was described in the literature.^{[citation needed]}

In an article of 2002^{[citation needed]} Romero states the major difference between the viewpoints of design and of construction: The deformation of the soil (rem.: at soft-ground tunnels) is not easily ‘controlled’. Therefore it can be concluded that the excavation and support planned for sequentially excavated, shotcrete-lined tunnels .. utilizes NATM construction methods but not necessarily NATM design methods.^{[cite this quote]} These details are less essential at tunnels in solid or fair rock.^{[citation needed]}

See also

• Geotechnical engineering
• Rock mass classification
• Tunnels

References

1. ^ Özdemir, Levent (2006). North American Tunneling 2006. Washington, DC: Taylor & Francis. pp. 246. ISBN 0-415-40128-3. 

Further reading

• Johann Golser, The New Austrian Tunneling Method (NATM), Theoretical Background & Practical Experiences. 2nd Shotcrete conference, Easton (USA), 4-8 Oct 1976.