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Lima Metro Line 2

Service Performed
Investigation of unexpected progressing settlement of ground surface and constructed Metro Line 2 tunnel, shaft and station structures in Lima’s Santa Anita district.
Commencement - Services
March 01, 2014
Location
Av. Aviación 2494 – San Borja
Lima
Peru
Geology description

All Metro Line 2 structures in the Santa Anita district were constructed in dense gravels which is underlain by a sequence of clay, sand and gravel layers. The bedrock lies an assumed 30m to 150m below ground surface.

Geology types
Description

Lima's Metro Line 2 project comprises 27 km of all-underground Line 2, plus an 8 km underground spur to the airport which will make up the first section of Line 4. Thirty-five new stations are being constructed, seven of them mined and the rest constructed by cut and cover. The MDL2 consortium is to design, finance and build the new line and to operate and maintain it for the following 30 years.

Activity
Construction methods
Overview of Lima's Metro Line 2 project (www.thinglink.com)
Results plot of the 2D finite element consolidation analysis
Project number
473C
Project Type
Final cost
$5.7 billion USD
Completion date
Ongoing

Chinatown Station

Service Performed
Conceptual, preliminary, detailed design of underground caverns, egress tunnels and mined shafts; scheduling and cost estimating; risk management; specifications and tender. Onsite support during construction.
Estimated cost
$1,600,000,000
Commencement - Services
March 01, 2016
Completion - Services
March 31, 2018
Location
425 Market Street Suite 1700
San Francisco, CA 94105
United States
Geology description

The geology ranges from soft clay (Bay Clay) to stiff sands (Colma Sands) and competent to highly fractured rock (Franciscan Formation). The groundwater table is generally above the cavern springline.

Geology types
Description

Chinatown Station is the Northern Terminus of the Third Street Light Rail Project, which is located in a dense urban neighbourhood, underneath a busy street and directly adjacent to numerous old buildings, as well as one high-rise building. The station encompasses a Cut-and-Cover headhouse for passenger entry, three large station caverns and an emergency egress shaft. In order to minimise excavation volume and optimise cost and schedule, the ventilation ducts are located below the platform level, and routed into the headhouse.

Activity
Construction methods
Special Construction techniques
Tunneling under
Groundwater control
Tunnel length
2.7km
Excavation and support sequence of large urban cavern
Large urban cavern under construction
Excavation and support sequence - longitudinal section
Chinatown, San Francisco Dense Urban Neighborhood
Overall Station Layout, Headhouse and Caverns (Rendering by JV)
Station Cavern with Center Platform, Mezzanine and Ventilation Ducts
Proposed Mitigation Measures for adjacent Buildings
Complex 3D Finite Element Analyses
Project number
358E
Final cost
$1.6 billion USD
Completion date
Ongoing

Water supply EIDAP

Client
Service Performed
Feasibility Study
Estimated cost
$15,700,000
Commencement - Services
December 01, 1995
Completion - Services
January 01, 1996
Location
Athens
Greece
Technical data

Tunnel Length: 1.7 km Section: 12 m3 Proposed 1.7 km NATM tunnel with in-situ concrete lining as part of 20km surface pipe line water supply scheme.

Geology description

Flysh, sandstone siltstone

Service areas
Documentation

Jubilee Line Extension: Contract 107, Canada Water to Canary Wharf and Contract 110, Canary Wharf to Canning Town

Service Performed
Tunnel Settlement Analysis and Structural Damage Prediction
Commencement - Services
May 30, 1994
Completion - Services
July 30, 1994
Location
London
United Kingdom
Technical data

Twin bore 4,35 m internal diameter running tunnels 30 m deep below commercial property and urban infrastructure.

Geology description

Made Ground overlying, Terrace Gravel overlying, London Clay overlying, Wollwich and Reading Beds (clayey sand & silt).

Service areas
Documentation

Jubilee Line Extension: Contract 101, Green Park

Service Performed
Settlement Monitoring and Documentation
Commencement - Services
January 07, 1995
Completion - Services
December 26, 1997
Location
London
Green Park, London
W1J 9DZ
United Kingdom
Technical data

Settlement and building sensitivity analysis of 13 buildings including listed structures, e.g. The Ritz Hotel, Brooks Club.

Geology description

Made Ground, Terrace Gravels, London Clay

Geology types
Description

London Underground Limited have extended the Jubilee line from Green Park to Stratford in East London. The Jubilee line Extension is 15.4km long and located predominately underground with several new stations along its route. London Bridge Station (Contract 104) is one of the major stations and includes comnnections to, and an up-grade of the existing Northern line Platforms. The main contractor, a Costain-Taylor Woodrow Joint Venture, commissioned Dr. Sauer & Partners to design the NATM works which comprised running tunnels, station tunnels, ventilation tunnels, and concourse tunnels as well as temporary access headings with internal spans of between 4.8m and 11.3m. The tunnels were excvavated predominately in London Clay with NATM works starting in the spring of 1994 and being completed in 1996.

Service areas
The Ritz Hotel
Settlement Analysis
Settlement Contours

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
Special Construction techniques

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
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

Water Tunnel - Cochabamba

Client
Service Performed
Assessment of Risk Associated with Tunneling Works and Recommendation for Risk Management
Commencement - Services
February 27, 1998
Completion - Services
October 22, 2003
Location
Cochabamba
Bolivia
Technical data

2 x 3 m diameter water tunnels (7.5 and 13.2 km long). More than 1000 m overburden.

Geology description

Sandstones, Limestones, Claystones, highly disturbed with many fault zones. High water table.

Geology types
Categories
Service areas
Documentation