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Saqib Khursheed Wani
2023PTE0073
M.Tech Semester 2
Tunnel Engineering
Civil Department
CLASSICAL
VS
MODERN METHOD OF
TUNNELING
Seminar Presentation
in submission of
Tunnel Excavation Methods
and its Philosophies
NATM
NEW
AUSTRIAN
TUNNELLING
METHOD
GERMAN
REMAINING
CORE
TUNNELLING
METHOD
linkedin.com/in/wani-saqib
wanisaqibkhursheed@gmail.com
(MODERN) (CLASSICAL)
01
02
03
04
01
02
03
04
Application of the
primary lining to
reach equilibrium at
the optimum
deformation with
possible additional
support elements,
such as rock bolts,
steel arches, ribs etc.
Utilisation of central core
in order to withstand
major deformations while
excavation
vs
NATM
NEW
AUSTRIAN
TUNNELLING
METHOD
GERMAN
REMAINIG
CORE
TUNNELLING
METHOD
Utilisation of
surrounding ground as a
part of support is the
main concern.
MAIN PRINCIPLE
THIN PRIMRARY
LINING
Closing the ring at
an appropriate
time by using the
ground support
interaction curve
and monitoring the
ground response
with systematic
measuring systems
RING CLOSURE
TIME
Stabilisation of the
tunnel by use of a
secondary lining
(consideration of
complex soil conditions.
SECONDARY LINING
Initially the
section is driven
around the
periphery along
with the provision
of side lining
along the
perimeter
INITIAL SIDE
LINING
• Invert side headings
as pilot tunnel
• Reduction of side
pressure and
settlement.
• Crown support by
remaining core.
• Economic for large
sections.
PROS
MAIN PRINCIPLE
• Crown loosening.
• Late invert closure
• Slow rate
• expensive for smaller
cross sections.
CONS
Karakuş, M., and R. J. Fowell. "An insight into the new Austrian tunnelling method (NATM)." 7th Regional Rock Mechanics Symposium, Sivas, Turkey. 2004.

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Conventional vs Modern method (Philosophies) of Tunneling-re.pptx

  • 1. Saqib Khursheed Wani 2023PTE0073 M.Tech Semester 2 Tunnel Engineering Civil Department CLASSICAL VS MODERN METHOD OF TUNNELING Seminar Presentation in submission of Tunnel Excavation Methods and its Philosophies NATM NEW AUSTRIAN TUNNELLING METHOD GERMAN REMAINING CORE TUNNELLING METHOD linkedin.com/in/wani-saqib wanisaqibkhursheed@gmail.com (MODERN) (CLASSICAL)
  • 2. 01 02 03 04 01 02 03 04 Application of the primary lining to reach equilibrium at the optimum deformation with possible additional support elements, such as rock bolts, steel arches, ribs etc. Utilisation of central core in order to withstand major deformations while excavation vs NATM NEW AUSTRIAN TUNNELLING METHOD GERMAN REMAINIG CORE TUNNELLING METHOD Utilisation of surrounding ground as a part of support is the main concern. MAIN PRINCIPLE THIN PRIMRARY LINING Closing the ring at an appropriate time by using the ground support interaction curve and monitoring the ground response with systematic measuring systems RING CLOSURE TIME Stabilisation of the tunnel by use of a secondary lining (consideration of complex soil conditions. SECONDARY LINING Initially the section is driven around the periphery along with the provision of side lining along the perimeter INITIAL SIDE LINING • Invert side headings as pilot tunnel • Reduction of side pressure and settlement. • Crown support by remaining core. • Economic for large sections. PROS MAIN PRINCIPLE • Crown loosening. • Late invert closure • Slow rate • expensive for smaller cross sections. CONS Karakuş, M., and R. J. Fowell. "An insight into the new Austrian tunnelling method (NATM)." 7th Regional Rock Mechanics Symposium, Sivas, Turkey. 2004.