prof. raghavan- metro underground construction sep 2015
DESCRIPTION
gud pptTRANSCRIPT
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BASICS OF UNDERGROUND CONSTRUCTION
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IIT-Madras Sep 2015
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Underground Space & ConstructionUnderground Excavations
Deep open excavations
Totally Underground (Tunnels, Caverns)
Access thro’ vertical or inclined shafts
• Geotechnical & Geological conditions pose many challenges for construction.
Metros -Underground
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Metro--Underground
Underground Spaces• Purposes:
– For Buildings - Basements– For Metros- running stretches, stations– For Hydro-electric power projects, Underground
Power Houses– For Services- pipelines, water-conductors, sewage
pipelines,…– For Storage – petroleum strategic storage,
defense-related,….
Underground Spaces - Parameters• Type:
– Trenches: exposed to outside – Tunnels/ caverns: completely underground
(shallow, deep)– Shafts: access (vertical shaft, inclined ramp)
Shaft
Ground Level
Terminology
Different Types of Underground Works• Excavation / Trench – for transition from Ground
level to underground tunnel • Tunnel – Completely below ground- shallow
depths or deeper, below ground/ river/ sea, below other tunnels
• Cavern – Larger tunnel usually with greater heights & shorter lengths; generally rectangular plan shape with vaulted ceiling; for stations/ maintenance facilities/ power houses
• Shaft- For access to underground tunnels/ caverns or for ventilation/ lighting rarely/ emergency escape; generally circular in cross section; vertical or inclined
Geological/ geotechnical Investigations
Geological Log of Tunnel Alignment
TRENCHES
Trench Excavation
Ground Support Methodologies
Cut & Cover – Stabilising the sides
• Soil Nails• Wire mesh• Steel beams/ Lattice girders & Lagging• Guniting/ shotcreting• Rock bolting• Rock anchors/ Soil anchors• Grouting• Sides Covering- shoring (& strutting), sheetpiling,
diaphragm walling, secant piling,….
Cut & Cover- Open Cut Method
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Nailing works carried for Soil Stabilization
Struts
ExcavationD.Wall
Earth pressure
Struts
Ground Level
Rock/ SoilAnchor
GroutedAnchorage
Cut-and-Cover Excvation- Strutted
Construction inside excavation
Shaft in progress
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Underground Metro Project
Various soil / rock supporting
arrangements
Muck removal from Shaft
Cut & Cover excavation - Instrumentation
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Well Point Dewatering System
GCT- Technical Symposium “GEOFEST
’05” - Inaugural dd h
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Visual Modflow -3D Numerical Ground water Modeling
To estimate the numberof deep wells required
To determine the drawdown.
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Reinforced Earth Walls – Simple stem walls– Counterfort walls– Reinforced Earth walls
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Sheetpiling
Sheet piles
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Contiguous/ Secant/ Tangent Piles
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Diaphragm Walls
Diaphragm Walls
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Diaphragm Walling
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Trench Cutter for Diaphragm Wall
Other Methods- Freezing, Grouting
Tunnels
TunnelsThree basic types of tunnel construction in
common use:• Cut and cover tunnels, constructed in a
shallow trench and then covered over.• Bored tunnels, constructed in situ, without
removing the ground above. They are usually of circular or horseshoe cross-section.
• Immersed tube tunnels, sunk into a body of water and sit on, or are buried just under, its bed.
Tunnels - Methodologies
• Drilling & Blasting• Mechanical Methods – Cutters, Road
Headers,…………..• Pipe jacking/ pushing• Tunnel Boring Machines
Tunnel• Completely underground structure• In soil or in rock (hard or soft)• May require to be lined – for preventing side
collapse or water ingress, aesthetics, easy maintenance, etc
• Shapes: usually circular for better design, rectangular also; single tube with side-by-side tracks or one-over-the-other tracks, or multiple tubes; horse-shoe for better strucurals
Tunnels - Advantages• The boring work would not affect the
underground utilities like sewerage, electric cables, telephone cables and water lines since construction of tunnels will run well below surface level, much below the cables and pipes.
• Also, surface structures will not be affected
Tunnel Shapes
CircularD-Shape Horse shoe
Modified Horse-shoe Egg shape
Typ. Highway Tunnel
Half Tunnel
Tunnel with Metro tracks one over another
Drilling – Common Equipment• Jack Hammers; Pusher legs• Drill Jumbos mounted on trucks• Boomers
– Single Boom Assembly;– Twin Boom Assembly;– Multi - Boom Assembly.
• Wagon Drills.
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BOOMERS
Scaling
Tunnel supporting Steel Ribs
Shotcrete - Robot application
Basic Principle of Rock Bolting
Regular testing necessary- Proof Testing& Routine Testing
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BOLTEC MACHINE FOR PLACING ANCHOR BOLTS
Finishing - Tunnel Lining
Ventilation for Tunnels
In-place Tunnels
Box pushing
TBM (Tunnel Boring Machine)
Need for TBM
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TBM- Getting inside Tunnel
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Open type/ Double-shielded TBM
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Cutter Head of a TBM
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TBM being assembled
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Inside the TBM
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Break-out/ day-lighting!
Lined Tunnel
Caverns
Storage Cavern
Isometric View of New Shape
Access Ramp (AR)
Upper Connection (UC)
Intermediate connection (IC)
Upper Shaft Connection (USC)
Access Shaft (AS)
Operation Shaft (OS)
Lower Shaft Connection (LSC)
Water Gallery – Operation Shaft Connection (WOC)
Water Gallery – Access Shaft Connection (WAC)
Water Curtain Gallery (WCG
Sump which houses the submersible pumps
Lower connection (LC)
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Cavern: 2 limbs 200m x 20m x 19m200 m below GL
AS: 6.5 m dia, OS: 4 m dia
4m x 4m, 232 m long
Work inside the Access shaft
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View of the Operation Shaft. The Shaft is
almost 150 meters deep.
The LHD in the Access shaft, at Upper shaft
connection invert level (-170 m)
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Oresund Tunnel
55,000tElementbeing towed!
SAFETY --Personal Protective Equipment, Accessories
Fluorescent Clothing
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Thank you