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Instituto Superior de Engenharia de Lisboa
     Departamento de Engenharia Civil
            Disciplina de Inglês

Tunneling Construction
New Austrian Tunneling
   Method - NATM

     Cristóvão Andrade     Nº 38644
New Austrian Tunneling Method –NATM

Method Origin:
• New Austrian Tunneling Method- Created betwen 1957 and
  1965;
• Austrian origin;
• Developed by Muller, Rabcewicz and Pache.

Propertys:
• Tunnel auto-sustention;
• Aplication of a shotcrete layer;
• Monotorization of the tunnel state.
New Austrian Tunneling Method - NATM
Constructive Method:

- Creation of a first suport on the surface of the tunnel
opening (loosenig zone) to avoid deterioration;
- Opening of a tunnel traject not very long ;
- Projection of concrete in all the circular perimetre of the
excaved zone (25 at 50 mm);
- Introduction of metalics suports (cambots);
- Fixation of the sustention reinforcement (usualy 6mm);
- First hand of shotcrete, in a layer with thickness not
superior at 150 mm;
- Perfuration of the formed layer for the inserection of the
anchorages;
- Introduction of the suport for the next excavation cicle.
New Austrian Tunneling Method - NATM
New Austrian Tunneling Method - NATM




             Legend   Objective of the control    Instrument
             1        Deformation of the          Convergence tape
                      excavation surface.         Surveying marks

             2        Deformation of the          Strainsters
                      pavement of the tunnel
                      envelope.
             3        Monitorization of the       Anchorage force
                      pavemente suport, of the
                      anchorage element.
             4        Monitorization of the       Embedments gauge
                      pavimente suport referent   Preasure Cells
                      at concrete layer.
New Austrian Tunneling Method – NATM
Case of Study – Frankfurt Subway
• NATM method it was apllied at 55 - 70 % of the excavation
  process;
• Joining the utilization of a tunneling machine roadheader to
  execute the process, it was possible spent 20% of the time of
  execution in relation at the use of any other kind of it;
• This utilization alows get specifics operations of NATM
  method, like the terrains suport – in this case, it was not with
  shotcrete in the tunnel walls, but with the inserection of steel
  archs like temporarly suports.
New Austrian Tunneling Method - NATM

Bibliography/ Reference:

• Tatiya, Ratan. “Civil excavations and tunneling: a pratical
  guide.”, Bristol, 2005.

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Tunneling Construction - NATM

  • 1. Instituto Superior de Engenharia de Lisboa Departamento de Engenharia Civil Disciplina de Inglês Tunneling Construction New Austrian Tunneling Method - NATM Cristóvão Andrade Nº 38644
  • 2. New Austrian Tunneling Method –NATM Method Origin: • New Austrian Tunneling Method- Created betwen 1957 and 1965; • Austrian origin; • Developed by Muller, Rabcewicz and Pache. Propertys: • Tunnel auto-sustention; • Aplication of a shotcrete layer; • Monotorization of the tunnel state.
  • 3. New Austrian Tunneling Method - NATM Constructive Method: - Creation of a first suport on the surface of the tunnel opening (loosenig zone) to avoid deterioration; - Opening of a tunnel traject not very long ; - Projection of concrete in all the circular perimetre of the excaved zone (25 at 50 mm); - Introduction of metalics suports (cambots); - Fixation of the sustention reinforcement (usualy 6mm); - First hand of shotcrete, in a layer with thickness not superior at 150 mm; - Perfuration of the formed layer for the inserection of the anchorages; - Introduction of the suport for the next excavation cicle.
  • 4. New Austrian Tunneling Method - NATM
  • 5. New Austrian Tunneling Method - NATM Legend Objective of the control Instrument 1 Deformation of the Convergence tape excavation surface. Surveying marks 2 Deformation of the Strainsters pavement of the tunnel envelope. 3 Monitorization of the Anchorage force pavemente suport, of the anchorage element. 4 Monitorization of the Embedments gauge pavimente suport referent Preasure Cells at concrete layer.
  • 6. New Austrian Tunneling Method – NATM Case of Study – Frankfurt Subway • NATM method it was apllied at 55 - 70 % of the excavation process; • Joining the utilization of a tunneling machine roadheader to execute the process, it was possible spent 20% of the time of execution in relation at the use of any other kind of it; • This utilization alows get specifics operations of NATM method, like the terrains suport – in this case, it was not with shotcrete in the tunnel walls, but with the inserection of steel archs like temporarly suports.
  • 7. New Austrian Tunneling Method - NATM Bibliography/ Reference: • Tatiya, Ratan. “Civil excavations and tunneling: a pratical guide.”, Bristol, 2005.