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Rural Rail Tunnel

Whiteball Tunnel - CAT3 Check Phase 2B Refurbishment

Owner
Service Performed
Independent design check (CAT 3) of phase 2B refurbishment of the Whiteball tunnel that comprises SCL lining protecting the existing brick lining.
Commencement - Services
April 01, 2019
Completion - Services
July 01, 2019
Location
Whiteball
Somerset
TA21 0LS
United Kingdom
Description

1km rail tunnel named after the nearby village of White Ball built by Brunel (opened 1844 on the Great Western Main Line). Victorian brick-arch lining, which has deteriorated over the years including weathering and chemical reaction from the sulphurous steam trains. A refurbishment scheme was required to make it fit for purpose which was planned through various phases. The early phases of the project involved installation of the RAM Arch System and wire mesh to prevent loose bricks from falling on to the tracks. In latter phases of the refurb - the subject of the CAT3 check - sprayed concrete applied to cover the RAM Arch system coupled with rock bolts with butterfly plates were used to hold the concrete lining.

Activity
Categories
Rural Rail Tunnel
Whiteball Tunnel Refurbishment Plan
Whiteball Tunnel Refurbishment
Project number
520C
Project Type
Final cost
£15 million GBP

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
Categories
Rural Rail Tunnel
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

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
Rural Rail Tunnel
Final cost
$250,000,000
Construction methods
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
Rural Rail Tunnel
Construction methods
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

Korea High Speed Rail Link Seoul to Pusan, Section 7-3 and 8.1

Commencement - Services
September 01, 1996
Location
Seoul
South Korea
Categories
Rural Rail Tunnel

Solb./Kriebergtunnel

Estimated cost
$60,500,000
Commencement - Services
August 01, 1983
Completion - Services
April 01, 1987
Location
Hannover , Lower Saxony
Germany
Technical data

Mined railway tunnel, twin track Length = 2994 m Tunnel Area = 390,000 m3 Excavation Method: NATM Top Heading, Bench and Invert.

Geology description

Bunter sandstone: (claystone/sandstone) Dewatering in advance of excavation face.

Description

Krieberg Tunnel L= 2.994 m

Categories
Rural Rail Tunnel

Rupertustunnel

Service Performed
Geological/geotechnical consultant; preliminary, tender and detailed design; construction support and geotechnical instrumentation monitoring
Commencement - Services
August 21, 1989
Completion - Services
December 30, 1992
Location
Bischofshofen, Salzburg
Austria
Technical data

Railway tunnel twin track, L = 320 m, Cross Section = 110 m², Excavation Sequence: Top Heading, Bench, Invert.

Geology description

Quaternary gravel, sand and silt.

Geology types
Categories
Rural Rail Tunnel
Final cost
$7,800,000
Shotcreting of canopy
Finished portal
Shotcreting of bench
Typical Tunnel Cross Section
Shotcrete Application at Bench
Shotcreting the Canopy Structure
South Portal during Construction
Steel Shutter Assembly
Completed Tunnel at South Portal

Rauheberg-Tunnel NBS (new high-speed railway line) Hannover to Wuerzburg

Service Performed
NATM design and instrumentation
Commencement - Services
June 29, 1983
Completion - Services
December 30, 1988
Location
Hannover , Lower Saxony
Germany
Technical data

Twin track railway tunnel, length 5.21 km (3.23 miles), full section of 140 m² approx. Excavation method: NATM, top heading, bench and invert.

Geology description

Lower shell limestone, higher bunter sandstone: clay and sandstone layers, high groundwater inflows of 400 l/s at the interface between the limestone and sandstone encountered.

Geology types
Categories
Rural Rail Tunnel
Final cost
$100,000,000
Groundwater Control

Eichbergtunnel - NBS (high-speed railway line) Hannover to Wuerzburg

Service Performed
NATM design and instrumentation
Commencement - Services
August 30, 1982
Completion - Services
December 30, 1985
Location
Frankfurt/Main
Germany
Technical data

Mined railway tunnel, twin track, L = 950 m, full section: 140m² approx. Construction method: NATM top heading, bench and invert.

Geology description

Bunter sandstone: claystone/sandstone.

Categories
Rural Rail Tunnel
Final cost
$12,500,000
Geological Profile and Tunnel Plan
Portal Structure
Excavation Face
Timber support_Collapse at top heading
Collapse at top heading

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