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Consulting

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
Consulting
Final cost
$150,000,000
Construction methods
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
Consulting
Construction methods
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

East London Line - Brunel Thames Tunnel Refurbishment

Service Performed
Design of tunnel refurbishment including waterproofing; construction supervision
Commencement - Services
August 27, 1995
Completion - Services
October 19, 1997
Location
30 The South Colonnade
London
E14 5E4
United Kingdom
Technical data

Twin arch tunnel, 375 m (1230 ft) in length, with cross passages every 5.5 m (18 ft).

Geology description

The tunnel is covered by the Thames river bed sediments, water saturated silt, clay and sand or a suspension thereof and even partially exposed to the river water.

Description

The brick lined tunnel constructed by Mark Brunel between 1825 and 1841 was the first to be bored underwater using a shield and comprised a twin arch tunnel, 375m in length, with cross passages every 5.5m. The new lining has been designed to minimise the removal of existing structural brickwork and has a similar shape with cross passages to match the original tunnel. The reinforced concrete/shotcrete lining includes steel fibres to increase the strength and durability of the lining. A waterproof membrane has been installed around both tunnels and the cross passages between the structural brickwork and the new concrete lining.

Activity
Consulting
Final cost
$21,000,000
Tunnel after Rehabilitation
Formwork and waterproofing
Old Engraving
Cross Section of refurbished Tunnel (left), original Tunnel (right)
Tunnel Portal during Construction
Partially completed Tunnel showing the structural Brick Masonry
Completed Tunnel and Cross Passage Linings prior to Installation of the Services and Track Works
Early Construction Stage - Installation of the Tunnel Invert Waterproofing System
Installation of the Tunnel Invert and Track Slab Reinforcement
Preparing Tunnel Roof for Waterproofing System
Steel Archs Tunnel Support
Final Cast-in-Place Lining Process
Before Rehabilitation - Cross Passages with the architecutal Features partially eroded away
Partially finished Final Lining
After Rehabilitation - The architectural Features shown were cast-in-place as Part of the Tunnel Final Lining
Reinforcement and Waterproofing at the Invert
Tunnel before Rehabilitation
Cross Passage before Rehabilitation
Cross Section
Inner Lining and Water Proofing
Project number
233
Final cost
£21 million GBP

Phase II - Allegheny Tunnel Traffic Relief Study

Service Performed
Preliminary tunnel improvement study including alignment and tunnel design
Commencement - Services
February 28, 1998
Completion - Services
December 30, 1998
Location
Allegheny, PA
United States
Technical data

Preliminary alignment study looking at four new tunnel options and rehabilitation of the existing tunnels. Design of two to four lane highway tunnels up to 6100 ft (1860 m) in length supported with rockbolts, reinforced shotcrete and lattice griders.

Geology description

Interbedded Shales and Sandstones with Limestone interbeds, Coal and Claystones. Decomposed to highly weathered fractured rock at the tunnel portals.

Geology types
Activity
Consulting
Plan showing the existing topography, roads and streams along with the four Alignment Options
Profile showing the existing topography along the Red Alignment Option - Westbound Tunnel

Gannett Fleming PTC

Service Performed
Tunnel Inspection Services – Ventilation System Improvement Study
Estimated cost
$57,000
Commencement - Services
October 01, 1994
Location
Harrisburg, PA
United States
Technical data

Inspection of tunnel roof slab structure, existing ventilation system and safety/traffic flow monitoring systems. Produced Detailed Report including following: 1. Inspection report on existing tunnel conditions. 2. Longitudinal Ventilation System Study 3. Design of remedial waterproofing system with three alternatives. 4. Cost estimates for various alternatives/measures. Two lane highway tunnel located on the Pennsylvania Turnpike I-76, constructed in 1940, total length: 1,16 mile (1867m).

Activity
Consulting
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