Main Menu

You are here

Tunnel Design & Specialities

Taguatinga Tunnel

Service Performed
Doorframe Slab Design Review and Construction Advice
Commencement - Services
December 30, 1997
Completion - Services
December 29, 1999
Location
Brasilia -
Brazil
Technical data

Metro tunnel, 3,950 ft (1200 m) long with a section of approx. 660 sqft (62 m²). Overburden varied from 10 - 15 ft (3 - 5 m), reinforced concrete slab 2 - 4 ft thick.

Geology description

Porous clay, sandy clay, weathered slate, weathered siltstone.

Geology types
Final cost
$20,000,000
Service areas
Tunnel Design & Specialities
Special Construction techniques
Surface Excavation
Installation of Supporting Piles
Start of Slab Construction
DFS - reinforcement, concrete slab partly completed
Clean Surface for Slab Reinforcement
Excavation for the DFS completed, I-beams installed, vaccum system
Installation of Slab Reinforcement
Reinforcement of DFS
Backfill of DFS

Brixton Station Improvement

Service Performed
Design of a MIP Lift Shaft and Access Cross Passages to Existing Station Platform
Commencement - Services
March 21, 1999
Completion - Services
January 01, 2001
Location
London
United Kingdom
Technical data

New subway station platform access shaft. Connection from main ticket hall to underlying (bi-secting) platform cross adit (cast iron liner breakout). The design accommodates difficult existing station (spatial) encroachments by utilizing an elliptical shape with changes in size, axis and shape (from 3m to 6.5m).

Geology description

London Clay overlaying Reading Beds at depth.

Categories
Service areas
Tunnel Design & Specialities

DTSS T05

Client
Service Performed
Design and Construction Supervision of Shafts and Access Tunnels
Estimated cost
$75,800,000
Commencement - Services
December 01, 1998
Location
Singapore
Technical data

Section T02 comprises 7716 of 6m inner diameter sewerage tunnel, 6 permanent access shafts and 3 lateral access tunnels connecting the access shafts with the sewerage

Geology description

Light gray to medium gray slightly to moderately weathered Petersburg Granite (quartz, hornblende, biotite); dark grayish, slicken-sided Amphibolite layers (biotite, hornblende, feldspar);

Service areas
Site Supervision & CM, QA/QC, Tunnel Design & Specialities

Central Section, Sec. 5.2.

Service Performed
Independent Design Check including Tunnel Excavation, Primary and Final Linings and M&E Specification.
Commencement - Services
June 01, 1999
Location
Thessaloniki
Greece
Technical data

A modern closed motorway 680 km long following an alignment running across Epirus and Northern Greece from Lgoumenitsa to Evros. DSC provided design review services on three twin bore two lane highway tunnels, total length 1.26km (each bore), cross section 106m2 approx. Tunnel supported by rock bolts and shotcrete with inner reinforced concrete lining. Design check included seismic and explosion loading cases.

Geology description

Tunnel 1: phyllites inter-changed layers and lenses of bedded crystal limestone (marble), sandstone. Tunnel 2: slightly to moderately weathered sandstone. Tunnel 3: marble, crystal limestone (carbonates), mica shist and gneiss (mica gneiss).

Service areas
Tunnel Design & Specialities

Beacon Hill Station

Service Performed
NATM / SEM station design and construction supervision.
Estimated cost
$250,000,000
Commencement - Services
February 26, 2000
Completion - Services
December 28, 2007
Location
401 S. Jackson Street
Seattle, WA 98104
United States
Technical data

NATM Light Rail Station located 150 ft (46 m) beneath surface. Station complex includes central elevator/access shaft, concourse, opposing platform tunnels and cross passages. Platform Tunnel Section: 36 ft w x 31 ft h; Platform Tunnel Area: 925 sqft (86 m²); total Station Excavation Area: 63,000 sqft (5853 m²).

Geology description

Over-consolidated glacial clay and till with fracutured zones. Intermittent sand and silt layers with perched groundwater.

Geology types
Description

The Beacon Hill Tunnels and Station are part of the 22.5km initial segment of the Sound Transit Central Link Light Rail Line that will establish a high capacity commuter connection from downtown Seattle to Tacoma. The 1300m running tunnel under Beacon Hill will be mined by Earth Pressure Balance Machine (EPB), while the deep mined Station will be constructed using slurry walls and the New Austrian Tunneling Method (NATM), referred to as Sequential Excavation Method (SEM) for this project.

Activity
Bid cost
$280,000,000
Final cost
$280,000,000
Service areas
Construction methods
Tunneling under
Max Overburden
Min:120 Max:140
Beacon Hill Station layout
Tunnel excavation under way
3D rendering of Beacon Hill Station complex
Platform tunnel cross section
Schwind Thomas
Installation of Vacuum Dewatering
Rendering of Beacon Hill Station
Project number
325
Final cost
$280 million USD

Combined Sewer Overflow Control Program, Project No. 4 and No. 5

Service Performed
Tunnel Expert Advice Services
Commencement - Services
August 31, 2000
Completion - Services
October 22, 2002
Location
Richmond, VA
United States
Technical data

Provided tunnel expert advice during the excavation and support of an 18 ft diameter 5,500 ft long TBM driven tunnel. Support Type A (80%) with rock bolts and Type B (20%) with ring steel and lagging. Final lining with rein-forced cast-in-place concrete.

Geology description

Light gray to medium gray slightly to moderately weathered Petersburg Granite (quartz, hornblende, biotite); dark grayish, slicken-sided Amphibolite layers (biotite, hornblende, feldspar).

Geology types
Categories
Final cost
$30,000,000
Service areas
Tunnel Design & Specialities

Pocoima Dam Spilway Reconstruction

Service Performed
Tunnel final lining alternative proposal
Commencement - Services
January 29, 2001
Completion - Services
October 21, 2005
Location
Los Angeles, CA
United States
Technical data

Tunnel widening from a 14 ft (4.3 m) to 29 ft (8.8 m) springline diameter section.

Geology description

Hard Rock

Geology types
Service areas
Tunnel Design & Specialities
Pacoima Dam
Cross Section of Spilway Tunnel

Channel Tunnel Rail Link - Wayside Ventilation Shaft and Tunnels

Client
Service Performed
NATM alternative design and site supervision.
Commencement - Services
February 25, 2002
Completion - Services
October 20, 2003
Location
1 Kemble St
London
WC2B 4AN
United Kingdom
Technical data

2 ventilation tunnels: 32 m² (344 sqft), 2 enlarged ventilation tunnels: 38 m² (409 sqft), 2 drop shafts: 75 m² (807 sqft), 1 horizontal and inclined emergency intervention tunnel: 19 m² (205 sqft), 1 horizontal cross passage chamber: 31 m² (334 sqft) with 4 cross adits underlining the London - Tilbury railway lines.

Geology description

Made ground, terrace gravel, London Clay formation; groundwater level 1m bgl; cover to terrace gravel less than 3m.

Geology types
Description

The Wayside ventilation shaft is one of five needed to provide ventilation and emergency access for the London Tunnels section of the Channel Tunnel Rail Link. The tunnels were designed as permanent sprayed concrete-lined, constructed in two phases, temporary primary and permanent secondary linings. The required watertightness will be achieved by staggering the joint locations between the two linings, utilising internal curing agents and steel fibres in the secondary lining sprayed concrete and using injectable flexible tubes in the joints of the secondary lining.

Activity
Categories
Service areas
Tunnel Design & Specialities
3D model of tunnel structure
Secant pile wall
Plan of Tunnel Structure
Construction Site
Surface View from Shafthead
Breakout of Cross Adit
Project number
342D
Final cost
£50 million GBP

Chambers Creek Tunnel Access Shafts

Service Performed
Consulting and site supervision for shotcrete lining installation
Commencement - Services
July 30, 2000
Completion - Services
December 30, 2001
Location
Tacoma, WA
United States
Technical data

3 shafts, 12 ft (3.7 m) ID, 40 ft (12 m) to 130 ft (40 m) deep with a sprayed concrete (fcu 25 N/mm²) shell, 6 inches (150 mm) thick. Breakout into a combined sewer line at the bottom of the shaft.

Geology description

Sand / Gravel Clay, galical deposits. Water table at 110 ft (33.5 m) below ground level.

Geology types
Categories
Final cost
$1,500,000
Service areas
Site Supervision & CM, QA/QC, Tunnel Design & Specialities
Surface around Shaft Head
Shaft at Surface
View from Base of Shaft

North Shore Connector

Service Performed
Alternative NATM tunnel design, cost estimate & finite element analysis.
Commencement - Services
July 01, 2002
Completion - Services
January 01, 2008
Location
Alpha Dr, Harmar Township
Pittsburgh, PA 15238
United States
Technical data

NATM running tunnel connecting Convention Center station with surface to be constructed beneath historic downtown structures as part of existing LRT system expansion. Provided initial design package, including detailed cost estimate. Tunnel Length: ~446'* Cross Section: 41'-4" x 26'-11"; 895.24 ft^3 *Including widening zone for track cross-over.

Geology description

Fill, alluvium (granular and cohesive), fluvioglacial deposits and bedrock.

Geology types
Description

The North Shore Connector Project consisted of three underground station structures and running tunnels, excavated with TBM and Cut-and-Cover tunneling methods. It also included a twin bore tunnel under the Allegheny River. Dr. Sauer and Partners provided design review and design support services. The development of the waterproofing system for underground structures including tying into an existing station using a flexible membrane system, combined with a sectioning system that allows for section grouting instead of the entire structure if a leak is detected was also provided.

Activity
Final cost
$7,600,000
Service areas
Tunnel Design & Specialities
Construction methods
Project overview
Cut-and-Cover method
Project number
361D
Final cost
$7.6 million USD

Pages