Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler Underground Excavation Design Underground Excavation Design I Alfred H. Zettler
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Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Underground Excavation Design
Underground Excavation Design
IAlfred H. Zettler
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Underground Excavation Design
Name: Alfred ZettlerAddress: Dollhopfgasse 11
A-9500 VillachMobil: 0664 / 3808463E-mail: [email protected]
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Underground Excavation Design
You learned a lot about techniques, materials, calculation methods, ect. in engineering design.
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Underground Excavation Design
What makes underground excavation design different to other
fields of engineering design ?
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Underground Excavation Design
Exampes: Reinforced concrete Steel constructions Wood constructions Compound materials
(steel and concrete, or wood and steel, ect.)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Underground Excavation Design
Rock mechanics:
The material is not determined by the
designer!
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Differences to other fields of engineering?The main difference to other engineering disciplines is that in rock mechanics the material is pre- determined, e. g.:
Steel, concrete, wood, compound material design.
The material is well determined.
It is possible to choose material with different characteristics.
Tests are easy to perform and to determine.
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
How to influence the rock mass?
There are chances to influence the rock mass behaviour around an underground opening:
Shape, Orientation, Support Measurements
To figure out the best shape and the best orientation is the most successful way to influence the rock mass behaviour around a tunnel.
So let us talk a little about the influence of the shape and the orientation of the building.
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Discontinuities
(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Rockburst in an underground mine
(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Rockburst at Gothard base tunnel
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Poor blasting
(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Good blasting
(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Achraintunnel road header
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Achraintunnel road header
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
A wedge failure in the roof of the top heading of the Rio Grande tailrace tunnel (Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
A 6m wide heading driven ahead of the tunnel to permit pre-reinforcement of potential unstable wedges in the roof (Photo: Hoek Rock Engineering, course notes)
Tunnel shape
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Ambergtunnel
Wedge failure in the roof of the top heading
Wedge forms the tunnel shape
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Ambergtunnel
Wedge failure in the roof of the top heading
Wedge forms the tunnel shape
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Ambergtunnel
Wedge failure in the roof of the top heading
Wedge forms the tunnel shape
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
(Foto: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
A view of the 25 m span Rio Grande power cavern during excavation of the lower bench (Photo: Hoek Rock Engineering, course notes)
Car
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
ExamplePartially completed 20 m span, 42.5 m height underground powerhouse cavern of the Nathpa Jhakri Hydroelectric Project in Himachel Pradesh, India. The cavern is approximately 300m below the surface.(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Tunnel face instability Tunnel Steinhaus
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Chienberg Tunnel Swisserland
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Chienberg Tunnel Swisserland
Crater due to tunnel face instability
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
Installation of sliding joint top hat section steel sets immediately behind the face of a tunnel behind advanced through very poor quality rock.(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example: Spiling
Spiling in very poor quality clay-rich fault zone material.(Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Tauerntunnel loose gravel
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Tauerntunnel loose gravel
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Strenger Tunnel (high deformations)
Damping elements
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Strenger Tunnel (high deformations)
Deformed damping elements
Undeformed damping elements
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Strenger Tunnel (high deformations)
Deformed damping element
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
Cables and shotcrete were used to support the roof of the power cavern in the Mingtan Pumped Storage Project in Taiwan. (Photo: Hoek Rock Engineering, course notes)
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example CernChambers
UX15: Span 35mHeigth 42 mLength 56 m
USA15: Span 22 mHeigth 17 mLength 63 m
ShaftsPX16:
Diameter 13 mPX14:
Diameter 18 m
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Cern different excavation stages
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Cern displacements
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example Cern
Vertical displacement Plastic zones
Underground Excavation Design Part 1 Tunnel Design Introduction Alfred Zettler
Example
(Foto: Hoek Rock Engineering, course notes)
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