Chapter 8.5 Tunnels and underground excavations (caverns)
Transcript of Chapter 8.5 Tunnels and underground excavations (caverns)
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Chapter 8.5 Tunnels and underground excavations (caverns)
Dr. Robert Hack
ITC, University Twente
For credits and references is referred to ‘2018 PAO-Chapter 8.5 - Tunnels and
underground excavations (caverns) – by Robert Hack’.
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Tunnels and underground excavations (caverns)
Excavation & support
Why is support needed
Excavation
Support
Tunnel Boring Machine (TBM)
Groundmass properties and parameters important for underground excavations
Tunneling risks
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Excavation & support
Excavation & support are linked items
excavation depends on support and vice versa
and
determined by many parameters
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Excavation & support
Support only required (if required at all) to keep ground material in the excavation wall at its place; the ground caries itself !
(see Chapter 4, Ground Mechanics)
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Excavation methods
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Mechanical vs blasting – Non-cyclic vs cyclic
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Weaker vs stronger rock mass
Ease of excavation & more support vs difficult excavation & less support
Everybody can excavate everything; even with bare hands and nails
but
may take forever and not be very economical
Economics determine excavation (and support) methods
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Cutting & grinding
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Hammering
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Blasting
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Old-fashioned vs modern blasting
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Specials – chemical expansion
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Very specialplasma, microwave
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Support
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Grouting - cement milk in pores and discontinuities
Freezing – groundwater becomes ice in pores and discontinuities
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Shield tunneling – tunnel boring machine
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Shotcrete
Shotcrete most popular means of support
Keeps ground at position even the smallest particles
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Bolts, dowels & anchors
Keep the ground together and increase shear strength
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Anchors
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Combined support
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Soil nailing
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Yielding steel arches
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Concrete blocks
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Timber
Timber is bad – compresses too much – allows ground to move –reduction shear strength and integrity
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Tunnel Boring Machine (TBM)
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Tunnel Boring Machine (TBM) – soft ground)
‘Soft’ ground types of TBM may also be used in ‘mixed’ (hard & soft) ground or ‘hard’ ground with water bearing and discontinuities filled with loose material
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Cutter heads
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Jacked tunnel
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Groundmass properties
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Tunneling risks
Everything on the scheme is a risk
and many more….
Even a manager who forgets his cell phone may be a major hazard for the project (nobody can contact him if something has gone wrong)
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Tunneling risks
Best approach is to study a tunnel project nearby in similar ground,
and do this also for progress and production !
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Tunnel progress and production
Wonderful articles are written on tunnel progress, production, and risks, but what the value is ?
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Tunnelingrisks Subsidence Rijswijkse Golfclub (2005) due to
jacked sewage tunnel from Ypenburg to The Hague. Tunnel diameter 1.9 m, depth ~ 25 m in Pleistocene sand
surface settlement down to 1 m
over area 100 x 50 m2
reason ????
Should have been a simple, more-or-less risk free project………