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Consulting

Puerto Suello Hill Tunnel

Service Performed
Tunnel inspection, structural analysis and assessment, recommendations and concepts for tunnel repair and retrofit.
Commencement - Services
April 01, 2010
Completion - Services
July 01, 2015
Location
San Rafael
San Rafael, CA 94901
United States
Geology description

The bedrock in the project area primarily comprises intact metamorphosed sandstone (i.e. graywacke) of the Franciscan Melange and contains few discontinuities. The bedrock is typically overlain by stiff to hard lean clay.

Geology types
Description

The Puerto Suello Tunnel is a 400 m long single-track rail tunnel in San Rafael, California and was constructed in 1879. The 4.9 m wide and 6.8 m high tunnel was partially destroyed by a fire in 1961, was rebuilt for freight service in 1967 and closed in the mid-1980s. The tunnel was acquired by SMART in 2003, who retrofitted and then reopened it for commuter rail service in 2017.

The ground overburden above the tunnel reaches a maximum of 45 m and the tunnel was constructed using cut-and-cover and mined construction methodologies.

Activity
Consulting
Construction methods
Puerto Suello Hill Tunnel reopened in 2017 (www.wikipedia.org)
One of the developed repair options
Project number
429C
Project Type
Final cost
$3 million USD

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
Consulting
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

Bank Station Capacity Upgrade - Defects Survey

Service Performed
Defects surveys of the London Underground existing facilities predicted to settle 1 mm or more due to the planned station upgrade works.
Commencement - Services
August 01, 2013
Completion - Services
May 01, 2022
Location
London
London
EC3V 3LA
United Kingdom
Geology description

The geology comprises London Clay formation overlain by Quaternary superficial deposits and 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 existing lines. The Bank Station Capacity Upgrade (BSCU) comprises the construction of new tunnels adjacent to and connecting with the existing tunnels. Defects surveys of the LU existing facilities predicted to be impacted by the BSCU works had to be carried out before construction started. All existing facilities expected to be within the 1 mm settlement contour were inspected for defects.

Activity
Consulting
Service areas
Construction methods
Tunneling under
Defects survey in the existing running tunnel
Defects survey on the existing station platform
Project number
451C1
Final cost
£563.8 million GBP

Bank Station Capacity Upgrade - Impact Assessment

Service Performed
Assessment of the impact on existing cast-iron and precast concrete tunnel linings (in total approximately 300 assets.) including empirical and finite element calculations.
Commencement - Services
January 01, 2013
Completion - Services
May 01, 2022
Location
London
London
EC3V 3LA
United Kingdom
Geology description

The geology comprises 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 existing lines. The Bank Station Capacity Upgrade (BSCU) comprises the construction of new tunnels adjacent to and connecting with the existing tunnels. A staged, risk-based approach was used to efficiently assess the affected existing assets and determine an appropriate mitigation and monitoring scheme. Empirical methods and complex numerical models were used at the different stages of the assessment, to understand the risk to the existing railway and how they could best be managed while minimizing disruption to the station and its users.

Activity
Consulting
Service areas
Construction methods
Tunneling under
Existing escalator at Bank Station
FE model of existing (green) and new (red and pink) structures
Project number
451D_1
Final cost
£563.8 million GBP
Completion date
Ongoing

Luck Stone Fairfax Plant – Inspection Works

Service Performed
In-depth inspection of a connector tunnel in accordance with TOMIE manual and the SNTI manual of the U.S. Department of Transportation - FHWA.
Commencement - Services
July 01, 2016
Completion - Services
July 31, 2016
Location
15717 Lee Hwy
Centreville, VA, VA 20121
United States
Geology description

The prevalent rock type of the tunnel is diabase. The rock mass is moderately jointed, with closely to very closely spaced joints. The rock is slightly weathered.

Geology types
Description

Inspected tunnel connects two quarries at the Luck Stone Corporation Fairfax plant. The tunnel crosses beneath the Lee Highway (US Route 29), in a North-South direction. Built ca. 1975, the tunnel is partially unlined and in rock; approx. 190 feet long and approx. 22 feet wide and 22 feet high. As the Northern quarry side is already exhausted, the tunnel is rarely used with just one or two transits per day.
Dr. Sauer & Partners performed an in-depth inspection of a connector tunnel; assessed the tunnel condition and provided remedial measures.

Activity
Consulting
Service areas
Construction methods
Tunneling under
Connector Tunnel - North Portal / Highwall
Connector Tunnel - South Portal / Highwall
Project number
242E1
Final cost
n/a

Brenner Base Tunnel - Lot H51 Pfons-Brenner

Owner
Service Performed
Dr. Sauer & Partners provided tender support services.
Commencement - Services
December 01, 2016
Completion - Services
April 18, 2017
Location
Innsbrucker Bundesstraße 67
5020 TYROL
Austria
Geology description

Located within the Alps, the geology comprises phyllite, schist, marble and gneiss including main fault zones as well as major water ingress sections combined with a maximum overburden of 1300m.

Geology types
Description

The Brenner Base Tunnel (BBT) is a 64km long railway tunnel connecting Austria and Italy. Once completed, it will be the world's longest rail link underground. In addition to the two main tubes, the project comprises a complex set up of exploration adits, crosscuts, emergency stops and additional access tunnels, excavated by TBM and SCL methods. Dr. Sauer & Partners provided tender support services for the 18km lot H51 Pfons-Brenner and was responsible for creating the bid documents as well as conducting QA/QC services. The documents covered issues such as TBM choice, annular gap filling, reuse of excavated rock, rail delivery of construction materials, construction logistics and pre-excavation grouting.

Activity
Consulting
Categories
Construction methods
Max Overburden
1300
BBT alignment (courtesy of BBT SE)
Lot H51 alignment (courtesy of BBT SE)
Project number
486C
Final cost
€1.3 billion EUR

Ottawa Combined Sewage Storage Tunnel (CSST)

Service Performed
TBM segmental lining design, rock mass grouting design and engineering support services during construction. Value engineering efforts helped increase TBM tunnelling performance by reducing probing ahead.
Commencement - Services
February 01, 2016
Completion - Services
February 01, 2020
Location
110 Laurier Avenue West
Ottawa, ON K1P 1J1
Canada
Geology description

The alignment of the tunnels mainly crosses limestone formations with laminated black shales of varying thickness. The rock is overlain by glacial till, glaciofluvial deposits and fill.

Geology types
Description

The CSST project is part of the Ottawa River Action Plan to greatly reduce the frequency of sewage overflows during storms entering the Ottawa River. The tunnels will hold up to 43,000 m3 of sewage overflow which will be treated and returned to the river gradually. The project comprises design and construction of two TBM tunnels running east-west and north-south along 6.2 km in total, and multiple shafts and support buildings such as odour control facilities. Dr. G. Sauer & Partners supported the contractor with the feasibility study on TBM utilisation. Reduction of probe drilling requirements increased TBM excavation rates, by developing criteria for pre-excavation grouting.

Activity
Consulting
Categories
Final cost
$232,000,000
Construction methods
Special Construction techniques
Tunneling under
Overview plan of the CSST   (http://ottawa.ca)
East West Tunnel under construction (3m tunnel ID)
Excess wet weather flow is sent to the CSST (http://ottawa.ca)
Project number
481C
Final cost
$232 million CAD
Completion date
Ongoing

Crossrail C121 SCL Design CAT3 Check

Service Performed
Specialist sub-consultant for the analysis, design check, and design improvement recommendations of SCL structures.
Commencement - Services
January 01, 2011
Completion - Services
December 01, 2013
Location
25 Canada Square
London
E14 5LQ
United Kingdom
Geology description

The SCL tunnels are located in London Clay and Lambeth Group with overlying strata of terrace gravels and made ground.

Geology types
Description

Crossrail is a 118km railway line along an east-west route across London. Its central section runs via 21km twin-bore tunnels connecting eight underground stations and represents one of the world's largest infrastructure projects. Dr. Sauer & Partners was assigned to provide Category III independent design checking services on the Sprayed Concrete Lining works for the complete Whitechapel and Fisher Street SCL structures. Additional 3D non-linear FEA and assessments were carried out for the wraparound and junction structures of the Liverpool St Station and the Bond St Station.

Activity
Consulting
Construction methods
Tunneling under
FEM results of binocular structure at Fisher Street Crossover
Fisher Street Crossover under construction
Project number
222C2
Final cost
£16 billion GBP

Tel Aviv Metro - Red Line

Service Performed
Dr. Sauer & Partners provides services as Checking Engineer for the design of all underground tunnels (NATM & TBM) and Cut and Cover structures.
Commencement - Services
April 01, 2011
Location
26 Harokmin St.
Tel Aviv
Israel
Geology description

The geology comprises predominantly sand and cemented dune sands called Kurkar, but also clay.

Geology types
Description

The Red Line will link the most congested areas of the city of Tel Aviv, operating along 24km and serving 34 stations. The light rail trains will run above ground as well as through a tunnel section of 11km length, connecting ten underground stations. Excavation of the twin tube tunnels will be undertaken by TBMs. The tunnels will be connected by cross passages spaced at a maximum distance of 250m. Station boxes will be constructed using diaphragm walls and piles. The Red Line should start its operation by 2021 and transport 70 million passengers per year.

Activity
Consulting
Final cost
$300,000,000
Construction methods
Tunneling under
Route map (www.nta.co.il/en/line/73)
Galei Gil Shaft to be used to launch TBMs
Project number
362C1
Final cost
$3 billion USD
Completion date
Ongoing

Los Bronces Mine

Service Performed
Dr. Sauer & Partners provided conceptual design and basic engineering.
Commencement - Services
August 01, 2009
Completion - Services
November 01, 2011
Location
Los Andes
Valparaíso
Chile
Geology description

The geological setting is dominated by the volcanic activities of the region and includes magmatic rocks such as monzonite, andesite, and dacite.

Geology types
Description

Los Bronces copper mine, an open-pit operation at an altitude of 3500m ASL in the Chilean Andes, planned to utilise a tunnel for further deposit exploration and development. The project consisted of an 8.2km tunnel link between Los Bronces and Confluencia, connecting two processing plants. By applying drill and blast methods, a chamber was prepared to launch a 4.5m diameter tunnel boring machine which took over further excavation. A difficult geological and hydrological setting, extreme weather conditions as well as the high altitude and the rough terrain, provided a challenging environment.

Activity
Consulting
Final cost
$6,000,000
Construction methods
TBM Tunel Sur (http://www.construccionminera.cl)
Tunnel excavation with TBM
Project number
432C
Final cost
$6 million USD

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