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TBM
TUNNEL BORING MACHINE
INTRODUCTION
A tunnel is an underground passageway, completely
enclosed except for openings for egress, commonly at
each end.
A tunnel may be for road traffic,,canal,hydroelectric
station,sewer etc.
The Delaware Aqueduct in New York USA is the longest
tunnel, of any type, in the world at 137 km (85 mi)
REQUIRMENTS OF TUNNEL
 IT IS VERY USEFUL WHERE BRIDGE FAIL TO FULFILL
REQUIRMENTS LIKE IN SEA ,IN URBAN AREA ,AND IN
MOUNTAINS.
 EFFICIENT COPARED TO BRIDGES.

 IN WAR TIME IT IS MUCH DIFFICULT TO DESTROY A TUNNEL
BUT DESTRUCTION OF BRIDGE IS TOO EASY.
 LOTS OF LAND AND TIME IS SAVED.
TUNNEL BORING MACHINE
 tunnel boring machine (TBM) is a machine used
to excavate tunnels with a circular cross section
through a variety of soil and rock strata
 They can bore through anything from hard rock to
sand
 Tunnel diameters can range from a metre to
19.25metre
DRILL AND BLAST
 1.Before the advent of tunnel boring
machines, drilling and blasting was
the only economical way of excavating
long tunnels through hard rock, where
digging is not possible.
 2.Even today, the method is still used in
the construction of tunnels
 But the disadvantage is it disturbance the
sorroundings
HOW DRILL AND BLAST IS BEING DONE
HISTORY
 The first successful tunnelling shield was developed
by Sir Marc Isambard Brunel to excavate the Thames
Tunnel in 1825
 In the United States, the first boring machine to have
been built was used in 1853 during the construction
of the Hoosac Tunnel.
MAIN PARTS OF TBM
WORKING OF TBM
 A TBM is shaped like a tube. At the front is a rotating
disk with cutting teeth that can shear through rock
 The pulverized rock falls to a conveyor belt that
carries it to the back of the TBM
 Hydraulic feet grip the sides of the tunnel and push
the machine forward
 There is also the ability to insert plates to line the
interior of the tunnel
How its work
ADVANTAGE
 Higher advance rates
 Continuous operations
 Less rock damage
 Less support requirements
 Uniform muck characteristics
 Greater worker safety
 Potential for remote, automated operation.
DISADVANTAGE
 The major disadvantage is the upfront cost
 TBMs are expensive to construct, and can be difficult
to transport.
 TBM can not move in backward direction
 TBMs are expensive to construct, and can be difficult
to transport.
APPLICATION
 1.IN ROAD TRAFFICS
 2.IN SEWERS
 3.IN MININGS
 4.IN RAIL TRAFFICS
 5.IN HYDROELECTRIC STATIONS
CONCLUSION
 The main purpose for any organisation is that
provide safe environment for worker and TBM is
more control and safe than drilling and blasting
TBMs: How Tunnel Boring Machines Excavate Underground Passageways
TBMs: How Tunnel Boring Machines Excavate Underground Passageways

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TBMs: How Tunnel Boring Machines Excavate Underground Passageways

  • 2. INTRODUCTION A tunnel is an underground passageway, completely enclosed except for openings for egress, commonly at each end. A tunnel may be for road traffic,,canal,hydroelectric station,sewer etc. The Delaware Aqueduct in New York USA is the longest tunnel, of any type, in the world at 137 km (85 mi)
  • 3. REQUIRMENTS OF TUNNEL  IT IS VERY USEFUL WHERE BRIDGE FAIL TO FULFILL REQUIRMENTS LIKE IN SEA ,IN URBAN AREA ,AND IN MOUNTAINS.  EFFICIENT COPARED TO BRIDGES.   IN WAR TIME IT IS MUCH DIFFICULT TO DESTROY A TUNNEL BUT DESTRUCTION OF BRIDGE IS TOO EASY.  LOTS OF LAND AND TIME IS SAVED.
  • 4. TUNNEL BORING MACHINE  tunnel boring machine (TBM) is a machine used to excavate tunnels with a circular cross section through a variety of soil and rock strata  They can bore through anything from hard rock to sand  Tunnel diameters can range from a metre to 19.25metre
  • 5.
  • 6. DRILL AND BLAST  1.Before the advent of tunnel boring machines, drilling and blasting was the only economical way of excavating long tunnels through hard rock, where digging is not possible.  2.Even today, the method is still used in the construction of tunnels  But the disadvantage is it disturbance the sorroundings
  • 7. HOW DRILL AND BLAST IS BEING DONE
  • 8. HISTORY  The first successful tunnelling shield was developed by Sir Marc Isambard Brunel to excavate the Thames Tunnel in 1825  In the United States, the first boring machine to have been built was used in 1853 during the construction of the Hoosac Tunnel.
  • 10. WORKING OF TBM  A TBM is shaped like a tube. At the front is a rotating disk with cutting teeth that can shear through rock  The pulverized rock falls to a conveyor belt that carries it to the back of the TBM  Hydraulic feet grip the sides of the tunnel and push the machine forward  There is also the ability to insert plates to line the interior of the tunnel
  • 12. ADVANTAGE  Higher advance rates  Continuous operations  Less rock damage  Less support requirements  Uniform muck characteristics  Greater worker safety  Potential for remote, automated operation.
  • 13. DISADVANTAGE  The major disadvantage is the upfront cost  TBMs are expensive to construct, and can be difficult to transport.  TBM can not move in backward direction  TBMs are expensive to construct, and can be difficult to transport.
  • 14. APPLICATION  1.IN ROAD TRAFFICS  2.IN SEWERS  3.IN MININGS  4.IN RAIL TRAFFICS  5.IN HYDROELECTRIC STATIONS
  • 15. CONCLUSION  The main purpose for any organisation is that provide safe environment for worker and TBM is more control and safe than drilling and blasting