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Tunnel Design & Specialities

Norra laenken

Service Performed
Design Review, Alternative design
Estimated cost
$4,000,000
Commencement - Services
February 01, 1995
Completion - Services
January 01, 2004
Location
Stockholm
Sweden
Technical data

Binocular Road Tunnel Dimensions: 33,6m wide x 11,9m high Length: 40m x 3 lanes NATM excavation with Barrel Vault Method, through Bedrock with extensive tree / root system.

Geology description

Bedrock, Glacial Till, Gravel and Sand

Service areas
Tunnel Design & Specialities

WMATA Section F6b, Branch Route

Service Performed
NATM Design
Commencement - Services
January 10, 1996
Completion - Services
December 30, 1997
Location
Washington, DC
United States
Technical data

Subway running tunnels 2 x 1,400 ft (427m) long, 20' wide x 21' high with a section of 342 sqft (32m²). Tunnels included a section with chemical grouted arch pre-support in P2 sands installed using directional drilling methods. "Closed Bag" PVC waterproofing using sectioning system. Unreinforced concrete final lining.

Geology description

Tunneling through compact to very compact fine to medium sand of the P2 stratum (below the ground-water table) and stiff to hard plastic to silty clay of the P1 stratum.

Geology types
Final cost
$21,000,000
Service areas
Tunnel Design & Specialities
Special Construction techniques
Shotcrete Application in Top Heading
Portals of the NATM Running Tunnels
Top Heading Excavation
Initial Lining of NATM Type Cross Section
Initial Lining of circular Cross Section
Waterproofing at Cut & Cover Section
Waterproofing at Escalators
Waterproofing Installation at Portals
Installation of Waterproofing Membrane
Welding of PVC Membrane
Finished Waterproofing Membrane
Installation of Reinforcement
Completed Concrete Final Lining
Finished Tunnel
Waterproofing installed
Shotcreting the top heading

Russel Square Escalator Redevelopment

Service Performed
Preliminary design and settlement analysis for various options and layouts.
Commencement - Services
January 31, 1996
Completion - Services
May 31, 1996
Location
Russel Square, London
United Kingdom
Technical data

Preliminary design studies for the construction of a 4-way escalator shaft using NATM. Escalator shaft 11.5 m span, approx. 60 m long by 32 m deep, initial lining 300 mm thick reinforced sprayed concrete.

Geology description

Made Ground, Alluvium, London Clay.

Geology types
Service areas
Geological Engineering, Tunnel Design & Specialities

C103 Escape Shafts

Service Performed
Design of Temporary Support
Commencement - Services
May 01, 1996
Completion - Services
December 01, 1996
Location
London
United Kingdom
Technical data

Design of temporary shotcrete lining (150 mm thick) to support excavation for a perimiter r.c. beam at the base of the escape shaft piled walls. Shotcrete required to support the ground due to the foundations of a live railway viaduct located 2 m from the shaft walls.

Geology description

Made Ground, Alluvium/Terrace, Gravels London Clay

Categories
Service areas
Tunnel Design & Specialities

MBTA, Russia Wharf Segment, Section CC03A

Service Performed
NATM detailed design and site supervision during construction.
Commencement - Services
December 28, 1996
Completion - Services
December 19, 2004
Location
Boston
Boston, MD 02101
United States
Technical data

Road tunnel with 2 lanes and a lenght of 400 ft. Study into the construction of either a single tunnel or a binocular tunnel with central pier using the shotcrete support method with ground freezing pre-support to protect overlying historic building.

Geology description

Made ground, peat, glacial till (cohesive, plastic). The peat horizon undulates along the route, in places it is expected to be exposed in the top half of the proposed tunnel face.

Geology types
Description

The Russia Wharf segment is the last, but most challenging section of the Silverline Phase II construction for the Massachusetts Bay Transportation Authority (MBTA). The line is designed to provide a dualmode bus rapid transit connection between the central business district in South Boston to the new Convention Center. The tunnel passes diagonally under the 100 year old Russia Wharf complex, which comprises three seven-story buildings with steel frames and brick facades listed in the National Register of Historic Places. The chosen construction method was NATM in conjunction with ground freezing, for the first time in the US. Steel fibre reinforced concrete was used for temporary and permanent lining.

 

Final cost
$18,000,000
Construction methods
Special Construction techniques
Tunneling under
Groundwater control
 Overview of West Cofferdam
Sheet Pile Wall
Excavation of T.H. first round
Reflectors for the monitoring
4 Bar L.G.
Short tunneling
Steel pile for underpinning
Close up of L.G.
Convergence Bolt before schotcreting
4 Bar longitudinal L.G.
Shotcrete at the face of T.H. & Bench
Installation of spiles
Spiles installed
Spiles installed
Wood piles
Installation of Spiles
Excavation of Invert
 Pile Shoe Reinforcement in T.H.
L.G & Wire Mesh installed
Butt plate connection
Butt plate connection
L.G & Wire mesh, Wood piles,Pile for underpinning
Wood files
Shotcreting, Pile for Underpinning
Overview of west Cofferdam
Overview of "Russia Wharf Building"
Overview of "Russia Wharf Building"
L.G & Wire Mesh, Pile for underpinning
L.G. installation
Pile Shoe reinforcement in T.H
View of tunnel and Graphic Arts Building
L.G. & Wire Mesh at Portal Area
Wood Piles, Pile for Underpinning
Compressible Pad onto wood piles
Wood piles, piles for underpinning
Profiling in T.H using Roadheader
View of "Russia Wharf Buildings"
Wood piles, Piles for underpinning
Shotcreting
Waterproofing at Invert, Water Barriers
Installed Waterproofing, Formwork for Center Wall
Installation of Rebar Spile
Installation of Rebar Spile
L.G & Wire Mesh installed, Shotcrete Invert in T.H.
Overview Tunnel Inside
L.G. & Wire Mesh, Piles for Undpinning
L.G. & Wire Mesh, Halfenbox
Shotcrete Tunnel completed
Grouting of Spiles completed
Waterproofing installed at Invert, Halfenbox
Reinforcement of center wall
Reinforcement of a Blockout in the center wall
Pouring concrete of Invert
Invert
Welding operation
Control & Grouting Pipe, Reinjectable Hose
Control & Grouting Pipe, Fuco Hose
Top of Centerwall
Reinforcement of Shotcrete
Installation of L.G. 1st round
Excavation of 2nd half of Binocular T.
Excavation of 2nd half of Binocular T.
Shotcrete F.L., Center wall
Binocular Tunnel
Installation of spiles
Freezing Pipes
Freezing Pipes
1st half of binocular T.
1st half of binocular T.
Pile shoe reinforcement in T.H.
Plan View of the Binocular Tunnel
Tower Crane View
Tower Crane View of Russia Wharf Complex
Tower Crane View of Russia Wharf Complex
Longitudinal Section for the Binocular Tunnel
Binocular Tunnel Section
Ground Freezing Tubes and Settlement Compensation under Russia Wharf
Top Heading Excavation cutting old wooden support piles
Reinforcing and Encasing cutted wooden Piles
Reinforcement of Middlewall of Binocular Tunnel
Excavation of the second Tube of the Binocular Tunnel
Waterproofing of the Binocular Tunnel
Freezing Pipes at surface
Shoe reinforcementon timber piles
Project number
263D
Final cost
$18 million USD

Hampton Water Treatment Works - C079 Hampton Ozonation

Service Performed
Design and Detailing of Shaft, Base and Breakouts
Commencement - Services
December 31, 1996
Completion - Services
December 31, 1997
Location
Hampton
Middlesex
United Kingdom
Technical data

10.3 m ID shaft, 33.5 m deep with a sprayed concrete (fcu 25 N/mm²), shell 250 mm thick. Two breakout eyes at base level, with 3.73 m diameter 400 mm thick collars.

Geology description

Made Ground, Sand/Gravel Clay (London Clay) Water table at 1.26 m below ground level.

Geology types
Categories
Service areas
Tunnel Design & Specialities

Boston Central Artery Project CTA I-93 / Tunnel I-90, C15A1 / C15A2

Service Performed
Value Engineering: Identification and Outline of Alternative Construction Techniques
Commencement - Services
December 23, 1996
Completion - Services
October 21, 2003
Location
Boston, MA
United States
Technical data

Complex layout of urban highway ramps with numerous off and on slips, intersections and over ramps. Mined tunnel option developed using primary shotcrete lining, with lattice girders, waterproofing and reinforced concrete secondary lining. Design of Alternative construction sequencing.

Geology description

Fill, Organic Silt, Fine Sand and Silt, Alluvium, Marine Clay, Glaciomarine Drift and Outwash, Glaciolacustrine sediments overlying Argillite and Hornfels bedrock at depth. Groundwater approximately 8ft below ground surface.

Service areas
Tunnel Design & Specialities

Boston Central Artery Project, C19E1 - I93 Leverett Circle / Storrow Drive Connectors

Service Performed
Detailed Design including Contract Documents
Commencement - Services
April 30, 1997
Completion - Services
October 22, 2003
Location
Boston, MA
United States
Technical data

Ramp S-N, two lane highway, total length 600 ft, span 41 to 48 ft. Doorframe Slab Method adopted in areas where the cover was < 10 ft. Utility room breakout and pump station shaft. Reinforced shotcrete primary lining; waterproofing system with a reinforced conrete secondary lining.

Geology description

Fill, Organic Silt, Fine Sand and Silt, Alluvium, Marine Clay, Glaciomarine Drift and Outwash, Glaciolacustrine sediments overlying Argillite and Hornfels bedrock at depth. Groundwater approximately 8 ft below ground surface.

Service areas
Documentation, Tunnel Design & Specialities
Special Construction techniques

Channel Tunnel Rail Link, Contract 330: Galley Hill Tunnels

Service Performed
Preliminary Design of NATM Alternatives for road under crossing and Barrel Vault Tunnel Alternative for Railway Line under crossing.
Commencement - Services
June 29, 1997
Completion - Services
October 21, 2003
Location
Kent
United Kingdom
Technical data

3 x twin track railway tunnels. Approximately 12m span. Oblique to 35m wide chalk spine. 1 x 7m span access tunnel, 35m long.

Geology description

Weak Rock Upper Chalk and Chalk/Clay fill embankment.

Geology types
Service areas
Tunnel Design & Specialities
Special Construction techniques

Channel Tunnel Rail Link, Contract 330: Pepper Hill Tunnel

Service Performed
Detailed Temporary and Permanent Lining Design, Settlement Assessment and Construction Supervision.
Commencement - Services
December 31, 1996
Completion - Services
December 30, 1997
Location
Kent
United Kingdom
Technical data

Approximately 14 m span twin track railway tunnel. Approximately 200m long. Using doorframe slab method.

Geology description

Superficial soil deposits, highly weathered Chalk and intact weak rock Chalk.

Geology types
Description

Rapid excavation of shallow cut (2m) for slab placement. Safe tunneling beneath operational highway. Minimal disruption to traffic

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

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