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NATM

Exchange Place Station - Path Line Improvements

Service Performed
Tunnel excavation geometries, lattice girder geometries and layout.
Commencement - Services
October 01, 2002
Completion - Services
October 01, 2003
Location
225 Park Ave S
New York, NY 10003
United States
Geology description

Heavy foliated gneiss, schist, schistose gneiss with pegmatite intrusions occasional amphibolite; transitional (slope/rise) rock.

Geology types
Description

Exchange Place is a key station on the PATH commuter rail service between New York and New Jersey. After the World Trade Center collapse, the station and river crossing running tunnels were closed. Precautions were taken to prevent flooding of the subway system from broken water mains and sewer lines. Turning existing elements into a terminus and extending the platform tunnels by 45m involved excavating new crossovers, modifying the 5 existing tunnels, raising the invert and crown up to 3m and back filling unneeded tunnel spaces to create the ground in which new spaces could be excavated.

Activity
Final cost
$25,000,000
Construction methods
NATM
3D Model of Exchange Place station
Lattice girder and shotcrete for support
Project number
355D
Final cost
$25 million USD

Holborn Station Capacity Upgrade

Client
Service Performed
Feasibility study and conceptual design.
Commencement - Services
April 01, 2014
Location
Kingsway
London
WC2B 6AA
United Kingdom
Geology description

London Clay and Lambeth Group formation, which may contain water-bearing sand channels.

Geology types
Description

Holborn is a London Underground station in central London. It is served by the Central and Piccadilly lines. Demand for both lines at Holborn is high. The principal design challenges are the close proximity of the proposed tunnels to existing operational tunnels, complex tunnel geometry and alignments, limited clearance to existing buildings, restricted work sites and strict settlement criteria. The lining system is a double shell lining with both linings considered part of the permanent load bearing structure.

Activity
Final cost
$150,000,000
Construction methods
NATM
Tunneling under
3D visualisation of existing Holborn underground station
Archive photo of heading of escalator tunnel (1931)
Project number
471C
Final cost
£150 million GBP
Completion date
Ongoing

Crossrail 2

Client
Service Performed
Provide SCL project services, supporting main tunnel-stations-alignment workstreams, design of tunnel cross sections, SCL design principles, geotechnical review and risk assessment.
Commencement - Services
January 01, 2015
Location
22 Carlisle Place
London
SW1P1JA
United Kingdom
Geology description

The geology is expected to be highly variable crossing most of the typical units of the London basin (river terrace deposits, London Clay, Lambeth Group, Thanet Sand).

Geology types
Description

Crossrail 2 is a proposed new rail infrastructure project, aiming to alleviate further crowding and congestion across London. The proposed central route will provide a link between Wimbledon in the South and New Southgate and Tottenham Hale in the North with a provision for an Eastern branch towards Hackney Central. It will provide interchange with multiple London underground, London Overground, Crossrail 1, national and international rail services. It is expected to increase significantly the capacity of the regional rail network and reduce the journey times supporting the population growth of the City of London.

Activity
Construction methods
NATM
Tunneling under
Proposed route according to public consultation autumn 2015
Crossrail 2 in numbers (www.crossrail2.co.uk)
Project number
476C
Final cost
£30 billion GBP
Completion date
Ongoing

Crossrail Farringdon Station - Geotechnical Assessment

Service Performed
Temporary works design included design of tunnels prior to ring closure and 28 day strength as well as depressurisation design.
Commencement - Services
May 01, 2013
Completion - Services
October 01, 2015
Location
Cnr Charterhouse St & Farringdon Rd
London
EC1M3HN
United Kingdom
Geology description

Excavation encountered almost all the London basin units but mainly Lambeth Group, comprising stiff to very stiff overconsolidated clays to water bearing sand units.

Geology types
Description

The station is located in central London between Tottenham Court Road and Liverpool Street Crossrail (CRL) Stations. Constructed in the geologically most complex area in the whole of CRL, an optimised geotechnical and SCL tunnel design was implemented, which resulted in significant time and cost benefits for the project. Using a dynamic 3D geological model in conjunction with SCL tunnelling represented a key element of the geotechnical risk management framework.

Activity
Service areas
Construction methods
NATM
Special Construction techniques
Tunneling under
Groundwater control
Max Overburden
25 m
Max Excavation Area (m2)
95
Tunnel length
1000 m
Qualitative geotechnical risk mapping
Exerpt of the 3D finite element model
Project number
222D5
Min Overburden
5 m
Final cost
£300 million GBP

Léon-Asturias High Speed Rail, Pajares LOT 2

Service Performed
Construction inspection and scheduling for initial and final liner and waterproofing; analysing monitoring data and project's progress; daily site inspection and ground conditions reports.
Commencement - Services
May 01, 2006
Completion - Services
June 01, 2016
Location
Avda.Tenerife 4
28700 S.S. de los Reyes Madrid
Spain
Geology description

The predominant rock formation is the Lancara Formation consisting of dolomite, red limestone and gray limestone. The design groundwater head is 434 m.

Geology types
Description

The Pajares Rail Tunnel is part of the new Leon-Asturias High Speed Rail Line, and with a length of 25.7km one of the longest tunnels in the world. The project encompasses twin 10m dia. TBM hard rock tunnels, bifurcation chambers, cross passages, and emergency stops. The tunnel is lined with a pre-cast segmental lining made from high-strength with a thickness from 50 to 60cm. The connection between the access tunnel and the main tunnel requires the construction of a large-span Bifurcation Chamber and a short mined tunnel.

Activity
Categories
Final cost
$250,000,000
Construction methods
NATM, TBM
Special Construction techniques
Tunnel length
25.7 km
Numerical Analysis of Bifurcation Chamber
Completed Bifurcation Cavern
Project number
397D
Final cost
$250 million USD

High Speed 2

Service Performed
High level consulting and feasibility studies, coordination of common design approaches (Focus Group) and preparation of deliverable approach statement (outline design criteria).
Commencement - Services
April 01, 2012
Completion - Services
October 01, 2013
Location
1 Canada Square
London
E145AB
United Kingdom
Geology description

Mercia Mudstone

Geology types
Description

High Speed 2 (HS2) is a high-speed railway between London Euston, the English Midlands, North West England, Yorkshire, and there are plans to extend the line to North East England and the Central Belt of Scotland. The project is currently split to two phases, namely a first phase between London and Birmingham, then a second branched phase to Manchester Piccadilly via Crewe and Manchester Airport, furthe to Leeds via the East Midlands Hu and Sheffield. 

Activity
Categories
Construction methods
NATM
Groundwater control
Max Overburden
> 50 m
Max Excavation Area (m2)
90
Tunnel length
1400
Geological Section - Long Itchington Wood Tunnel
Running Tunnel Cross Section - Long Itchington Wood Tunnel
Project number
452D
Min Overburden
< 50 m

Devil's Slide Tunnels

Service Performed
Construction inspection and scheduling for initial and final liner and waterproofing; analysing monitoring data and project's progress; daily site inspection and ground conditions reports.
Commencement - Services
November 01, 2007
Completion - Services
March 01, 2011
Location
585 Linda Mar Boulevard
Pacifica, CA 94044
United States
Geology description

The geological setting comprised quartz diorite, marine sandstone, conglomerate and clay-siltstone. Four main fault zones were encountered.

Geology types
Description

Devil's Slide is located south of the City of Pacifica in California along the coastal road of Highway 1. Landslides and grade subsidence in the Devil's Slide area along Route 1 have led to the road being closed for extended periods causing significant economic loss to the surrounding communities. The solution: Construct a tunnel through the mountain to bypass the dangers and reoccurring problems. Construction of 1250m twin tunnels, 9m wide, 6.8m high using Sequential Excavation Method (SEM). Additionally, drill and blast and roadheader excavation through weathered rock utilised.

Activity
Final cost
$273,000,000
Construction methods
NATM
Special Construction techniques
Groundwater control
Max Overburden
~250m
Tunnel length
1250m
Drill jumbo drilling blast holes in top heading advance face
Finished southbound tunnel with textured cast-in-situ concrete
Tunnel Portals
Aerial view of completed portals
Project number
272E
Min Overburden
<5m at portals
Final cost
$273 million USD

Sound Transit Beacon Hill Station

Service Performed
Optimizing station and tunnel configurations, Interpreting geologic information, preliminary and detailed design, developing 3D Finite Element Models and performing structural and seismic design.
Commencement - Services
January 01, 2002
Completion - Services
January 01, 2009
Location
401 S. Jackson Street
Seattle, WA 98104
United States
Geology description

Beacon Hill Station is located 49 m below the ground surface in complex glacial soils with multiple groundwater horizons.

Geology types
Description

Beacon Hill Station is part of the 22.5 km initial segment of Sound Transit's Central Link Light Rail. It is located 49 m below the ground surface in complex glacial soils with multiple groundwater horizons. The project comprises deep mined station tunnels and two 1.5 km long running tunnels excavated using a tunnel boring machine. The mined station was excavated through compressible glacial soils with multiple groundwater horizons using conventional mining techniques. The access shafts and station headhouses were constructed using slurry walls and cut-and-cover techniques.

Activity
Construction methods
Special Construction techniques
Tunneling under
Tunnel length
1.5km
Beacon Hill Station Layout
Tunnel Excavation under way
Project number
418C
Final cost
$250 million USD

Green Park Station Upgrade

Service Performed
Tunnel and shaft design, construction support during excavation and primary lining works.
Commencement - Services
January 01, 2009
Completion - Services
May 01, 2010
Location
Piccadilly
London
W1J 7BX
United Kingdom
Technical data

Provide Step Free Access between street level and Northern, Piccadilly & Jubilee line platforms via a new ticket hall and lift system. The station, with an estimated annual use of 25 million, will thus become accessible for passengers with disabilities and reduced mobility.

Geology description

London Clay formation

Geology types
Description

Green Park tube station is a LU station situated on the north side of Green Park in central London. The station serves as an interchange between the Piccadilly, Victoria and Jubilee lines. As part of Transport for London's (TfL) investment programme, LU is implementing capacity enhancement and step‐free access (SFA) works to various stations. Dr. Sauer & Partners was responsible for the design of the primary support, i.e. sprayed concrete lining (SCL) and for providing construction support services including supervision of the excavation works and installation of the primary lining.

Activity
Final cost
$9,000,000
Construction methods
NATM
Tunneling under
Max Overburden
10m
Proposed structures
Secondary lining works in the upper shaft
Project number
423
Final cost
£9 million GBP

Bond Street Station Upgrade Design

Service Performed
Design of the primary and secondary sprayed concrete linings, 3D FE modelling of all SCL tunnels including excavation steps and ground movement assessments.
Commencement - Services
January 01, 2011
Completion - Services
January 01, 2013
Location
Oxford Street
London
W1C 2HU
United Kingdom
Geology description

The tunnel horizon is generally within the London Clay formation with the lowest tunnels sitting in the Lambeth Group, where clay layers and water bearing clayey sands are inter-changing.

Geology types
Description

Bond Street tube station is a major gateway to London's West End served by both the Central and Jubilee lines. As part of the LU tube upgrade plan, the station is undergoing a major upgrade to increase capacity, improve accessibility and create interchange with the new Crossrail station. The project provides two additional escalators from the interchange level to the Jubilee line, low-level interchange route between the Central and Jubilee lines, a new step-free entrance, ticket hall and new lifts. The majority of the tunnelling works will be mechanically excavated and lined with sprayed concrete.

Activity
Final cost
$150,000,000
Construction methods
NATM
Tunneling under
Max Excavation Area (m2)
15-90m2
Tunnel length
370m
3D view of proposed tunnelling and existing infrastructure
Connection chamber one
Graphic  showing split of 3D FE models
3D Graphic showing construction site and building frame used for laydown/plant
Northern Tunnels in relation to Jubilee Line platforms and Post Office Tunnel
Binocular Tunnel at Jubilee Platform level
Project number
419D1
Final cost
£150 million GBP

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