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SCL

City Trunk Line South

Client
Service Performed
Site supervision for SEM/NATM works
Commencement - Services
July 01, 2016
Completion - Services
November 01, 2016
Location
111 Hope St
Los Angeles, CA 90012
United States
Geology description

Wash deposits consisting of moderately dense sand, silty sands and sandy silts.

Description

The constructed tunnel is part of the City Trunk Line project in L.A. (replacement of an existing water trunk line). The tunnel is located at the junction of Riverside Drive and Whitsett Avenue. It is between eight and ten feet in diameter and has a total length of 252 feet. To fit between the existing structures in the ground (foundation piles of a bridge), the tunnel follows an S-shape and is divided into sections with different geometries. The tunnel was built using NATM/SEM construction methods. The primary support measures included fibre reinforced shotcrete, lattice girders and spiles (rebar spiles and grouted pipe spiles).

Activity
Categories
Construction methods
NATM, SCL
South shaft
Completed tunnel section
Project number
420E
Final cost
$14.5 million USD

Ottawa Light Rail Transit - Design

Service Performed
Tender design, preliminary and full detailed design including execution drawings for the mined twin track running tunnel, three mined station caverns and access shafts.
Commencement - Services
March 01, 2012
Completion - Services
July 01, 2019
Location
529 Albert St
Ottawa, ON K1R 7Z0
Canada
Geology description

The geology varied between competent limestone and fractured shale. A soft ground section included variable glacial till deposits of sand, silt and clay layers and a groundwater table close to ground surface.

Geology types
Description

Ottawa's Confederation Line runs from Tunney's Pasture in the west to Blair station in the east, is 12.5 km long and includes 15 stations. The central piece is a 2.5 km long tunnel, running under the central business district of the city, including 3 underground stations. The twin track running tunnel and 3 underground stations were designed using the mined construction method in order to minimise surface disruption. The underground stations are located adjacent to existing, sensitive and historic buildings and required detailed risk mitigation measures during design. An innovative engineering solution involving a tailor-made excavation sequence and permanent tension ties spanning the cavern was developed.

Activity
Construction methods
SCL
Tunneling under
Tunnel length
2.5km
Downtown station located between high-rise buildings
Downtown station construction sequencing including tie-backs
Cavern construction under way
Mined Caverns directly adjacent to existing basements
Special Excavation Sequences incorporating pre-tensioning
Large-Scale 3D Numerical Modelling incorporating the surroundings
Project number
123D
Final cost
$2.1 billion CAD
Completion date
Ongoing

Crossrail Eastern Running Tunnels

Service Performed
Shaft and tunnel design, engineering support, geotechnical engineering and site supervision services.
Commencement - Services
February 01, 2011
Completion - Services
December 01, 2012
Location
London
London
EC1M 6BY
United Kingdom
Geology description

Geological locations of the cross passages vary from London Clay to Lambeth Group and Thanet Sands.

Geology types
Description

Contract C305 is the biggest design-bid-build construction contract of the Crossrail (CRL) project and includes the eastern running tunnels of CRL's central section with launch shafts and SCL launch adits for TBMs at Limmo Peninsula, SCL caverns and launch adits for TBMs at Stepney Green and 10 SCL cross passages between the running tunnels with lengths up to 30m. At the Limmo Peninsula site a 40m deep and 30m diameter SCL shaft was built. At the shaft bottom in Stepney Green, two 30m long and up to 10m wide SCL launch adits were constructed followed by two 14m high and up to 18m wide, SCL caverns with single sidedrift and double sidedrift cross sections.

Activity
Construction methods
NATM, SCL
Max Excavation Area (m2)
50-130m2
Tunnel length
15m
Limmo Main Shaft
Limmo Auxiliary Shaft bottom
Platform Tunnel West - Excavation - TBM Tunnel Enlargement
3D Model Limmo Auxiliary Shaft
Limmo Shafts and Tunnel layout - left Auxiliary Shaft - right Main Shaft
Project number
222E3
Final cost
£500 million GBP

Bank Station Capacity Upgrade - Design

Service Performed
Design of tunnels and shafts (primary lining, waterproofing, secondary lining). SCL, squareworks and connections to existing assets.
Commencement - Services
August 01, 2013
Completion - Services
May 01, 2022
Location
London
London
EC3V 3LA
United Kingdom
Technical data

An important transport hub on the London Underground network, Bank Station forms an interchange between five lines. The Capacity Upgrade project comprises the construction of a new platform tunnel, associated running tunnel and step-free access provision.

Geology description

The geology is expected to comprise London Clay formation overlain by Quaternary superficial deposits comprising river terrace deposits and alluvium which are generally overlain by made ground.

Geology types
Description

Bank Station is a London Underground station located in the City of London financial district. It is a key interchange served by five lines. The Bank Station Capacity Upgrade (BSCU) aims to relieve heavy passenger congestion during peak hours for boarding, alighting and interchange. The capacity upgrade comprises the construction of a new southbound platform tunnel and associated length of running tunnel for the Northern line, connecting passageways to the existing station tunnels, and the provision of step-free access from King William Street. The total length of tunnels is 1,300m with tunnel cross sections that range from 10m2 up to 90m2.

Activity
Construction methods
SCL
Tunneling under
BSCU project overview
3D render of existing and new structures
2D Phase 2 analysis for a situation where new tunnels are above the existing assets
King William Street station entrance
Location/Footprint of the proposed 3D FE models.
3D pdf cut for escalator 4, including new and existing assets upon completion
Project number
451D
Final cost
£563.8 million GBP
Completion date
Ongoing

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