Normativ Tunel

8/17/2019 Normativ Tunel

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Underground Activities

Imagine the result

Living structures for a sustainable society


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Technics

Conventional excavation

Mechanized excavation

Trenchless technology

Cut &

Cover

structures

Immersed tubes

IMMERSED TUNNELS – 2nd Coentunnel (The Netherlands)

IMMERSED TUNNELS – Busan‐Geoje Fixed Link (South Korea)

TRENCHLESS TECHNOLOGY – Mantes‐la‐Ville (France)

CUT & COVER – Merval Metro (Chile)

MECHANIZED EXCAVATION – Lötschberg (Switzerland)

CONVENTIONAL EXCAVATION – Mrazovska tunnel(Czech Republic


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Tunnel use

Road tunnels

Railway tunnels

Metros

Underground Space

Shafts

Mining

Technical &

Hydraulic

Galleries

Investigation Galleries

HYDRAULIC GALLERIES – TIMA‐Storm storage galleries‐Paris (France

INVESTIGATION GALLERIES – Lyon‐Turin Ferroviaire (Italy & France

SHAFTS – Channel Tunnel

Sangatte (France)

MINING – Andina (Chile)

UNDERGROUND SPACE – City of Prague (Czech Republic)

RAILWAY TUNNELS –Tram Train – La Réunion

ROAD TUNNELS –A2 Maastricht (The Netherlands)

METROS – East Side Access – New York (USA)

ROAD TUNNELS – Roertunnel (The Netherlands)

RAILWAY TUNNELS –

Paris Eole Project (France)


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Skills

Geology, Hydrogeology & Geotechnics

Ground improvement

techniques

Seismic Engineering

Civil Engineering

Monitoring Engineering

Environmental Services

Safety Studies

Systems Engineering

GEOLOGY, HYDROGEOLOGY & GEOTECHNICS

CIVIL ENGINEERING

SEISMIC ENGINEERINGMONITORING ENGINEERING – City of Prague (Czech Republic)

ENVIRONMENTAL SERVICES – Lyon ‐Turin Ferroviaire (Italy‐France)

SYSTEMS ENGINEERING – Piet Hein Tunnel (The Netherlands)

SYSTEMS ENGINEERING –BeneluxTunnel (The Netherlands)

SAFETY STUDIES –A2 Maastricht (The Netherlands)


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Our Services

Realization

Engineering

Design

Consultancy

services

Maintain

Project DevelopmentFeasibility Studies

Program Consultancy

Master Planning


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United States

Brazil Peru

Chile

China

Netherlands

France

Italy Romania

Czech Republic

United

Arab

Emirates

Global Knowledge Network

Tunnels

Activities

Belgium Germany

United KingdomPoland

ARCADIS BELGIUMARCADIS CHILE

ARCADIS CZECH REPUBLIC

ARCADIS FRANCE

ARCADIS NETHERLANDSARCADIS ROMANIA

ARCADIS US


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7

Toulouse Metro – TBM section

(France) Toulon Highway – Cut & Cover section

International Membership

• AITES‐ITA

(International

Tunnelling

Association)

• AFTES (French tunnelling association)

• COSUF (Committee on Operational Safety of Underground Facilities)

• COB (Dutch Center for Underground Construction)

• CzTA (Czech Tunnelling Association)

• SME (Society

of

Mining

Engineers)

• ASCE (American Society of Civil Engineers)

• Pipeline Crossings Committee & Pipeline Infrastructure Committee

• Trenchless Technology Magazine, Member of Editorial Advisory Board

• ...and Training

D8 Motorway - Panenská and Libouchec Tunnels

(Czech Republic)

Schiphol Tunnel

(The Netherlands)


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8

Projects


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9

Great Crossings


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CHANNEL TUNNEL ARCADIS Services: Geotechnics – Preliminary design of all tunnels on French part – Basic and detailed design of 6 underground caverns for the assembly of the 5 french TBMs – On‐site engineering (geological & geotechnical follow‐up)

CHANNEL TUNNEL (France‐UK) ‐ Client: TransManche Link (TML)Key data: Construction period: 1986‐1991 ‐ 2 railway running tunnels, 50.4 km long each, bored by 8.64 m to8.78 diameter EPBM (inner diameter: 7.60 m) ‐ 1 service tunnel, 50.4 km long bored by 5.61 m to 5.77 m diameter EPBM (inner diameter: 4.80 m)

Great Crossings


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ALPTRANSIT PROJECT – LÖTSCHBERG BASE TUNNELARCADIS Services: Partnering with Swiss engineering companies ‐ Definition of the necessary arrangements for crossing faults and rock burst events ‐ Evaluation of the stress‐field in rock mass ‐ Definition of excavation stages & temporary support for branches ‐ Evaluation of thermal effects on the final lining

ALPTRANSIT PROJECT – LÖTSCHBERG BASE TUNNEL (Switzerland) ‐Client: BLS Alptransit AGKey data: Construction period: 1996‐2006 ‐ 2 railway running tunnels, 21.1 km excavated by drill and blast technique (65 m2), 18.7 km bored by TBM (excavated diameter: 9.40 m, 70 m2)

Great Crossings


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Great Crossings

LYON TURIN FERROVIAIRE – BASE TUNNELARCADIS Services: Geotechnics – Preliminary design up to tender documents of the 3 inclined galleries –Preliminary design of the Base Tunnel

LYON TURIN FERROVIAIRE – BASE TUNNEL (France‐Italy) ‐ Client: LTF Key data: Construction period: 2002‐on going

2 railway running tunnels, 57 km long, 43 m2 section ‐ 1 large underground technical station ‐ 4 inclined galleries ‐ cross passages


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Railway Tunnels


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HSL ATLANTICARCADIS Services: Geotechnics – Preliminary Design ‐ Basic Design of the bored tunnels, the portals, the open‐air sections ‐ On‐site engineering (geological, geotechnical and monitoring follow‐up of the tunnels)

HSL ATLANTIC (France) ‐ Client: SNCF (French National Railway Authority)Key data: Construction period: 1983 to 1989 – 2 railway running tunnels, 4 800 m long each, bored by a 9.25m diameter slurry shield TBM

High Speed Line Tunnels


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HSL PERPIGNAN‐FIGUERASARCADIS Services: Geotechnics – Preliminary Design ‐ Basic & Detailed Design of the bored tunnels, the French Portal, the French open‐air section ‐ On‐site engineering (geological, geotechnical and structural

follow‐up of the tunnels)

HSL PERPIGNAN‐FIGUERAS (France‐Spain) ‐ Client: EIFFAGE – ACS ‐ DRAGADOSKey data: Concession ‐ Construction period: 2004 to 2010 –2 railway running tunnels , 8 000m long –1 conventional treatment gallery ‐ Cross‐passages ‐ French & Spanish portals ‐ French & Spanish open‐air

sections



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HSL MEDITERRANEEARCADIS Services: Geotechnics – Preliminary & final design, tender documents of the tunnels ‐ Supervision of civil works

HSL MEDITERRANEE (France) ‐ Client: SNCF (French National Railway Authority)Key data: Construction period: 1995 to 1999 ‐ “Pennes‐Mirabeau” tunnel: 1 530 m long ‐ “Marseille”tunnel: 5 414 m long


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HNĚVKOVSKÝ I, HNĚVKOVSKÝ II AND MALÁ HUBA TUNNELS ARCADIS Services: Geotechnical monitoring and Construction Management

HNĚVKOVSKÝ I, HNĚVKOVSKÝ II AND MALÁ HUBA TUNNELS (Czech Republic)Client: SZDC s.o., Administration of Railway TransportKey data: Construction period: May 2004‐February 2006

Railway Tunnels


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TUNNEL UNDER MOTORWAY INTERSECTION FRANKFURT/MAIN ARCADIS Services: Geotechnical check of the detailed design and Construction Management

TUNNEL UNDER MOTORWAY INTERSECTION FRANKFURT/MAIN (Germany) ‐Client: EBA – German Railway Control and Certifying AuthorityKey data: Construction period: 1996‐1998

Railway Tunnels


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DIABOLO TUNNELARCADIS Services: Geotechnical analysis and tunnel excavation design during tender phase

DIABOLO TUNNEL (Belgium) ‐ Client: THV BESIX – Eiffage TP ‐ AB Construction JVKey data: Double tube railway tunnel underneath Brussels airport – Slurry TBM excavated tunnel, each tube approx. 1,400 m long ‐ Cross‐passages between the tubes

Railway Tunnels


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LIEFKENSHOEK TUNNEL (Belgium) ARCADIS Services: Geotechnical analysis and tunnel excavation design during tender phase

LIEFKENSHOEK TUNNEL (Belgium) ‐ Client: THV BESIX – Eiffage TP ‐ AB Construction JVKey data: Double tube railway tunnel crossing Antwerp harbour basins and Scheldt river – Slurry TBM excavated tunnel, 8.40 m diameter, each tube approx. 6,000 m long ‐ 12 cross‐passages between the tubes

‐

Railway Tunnels


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Metros and Tramways


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Paris – Lille – Rouen – Rennes – Toulouse – Marseille – Lyon (France)

Metros and Tramways


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LRT of TOULOUSE DISTRICT – LINE BARCADIS Services: Detailed design of 11 stations ‐ Detailed design of break‐in & break‐out in the stations ‐Control of detailed design for tunnels ‐ Consultant for boring machine & geotechnical problems ‐

Monitoring for stations & tunnels

LRT of TOULOUSE DISTRICT – LINE B (France) ‐ Client: ContractorsKey data: Construction period: 2001 (on going) – 11.6 km of double tracks & single track tunnels, bored by 2 earth pressure balance machines,1 slurry shield machine & 1 compressed air machine ‐ 20 stations ‐

Ventilation & access shafts & galleries

Metros and Tramways


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LRT of RENNES DISTRICT – LINE 1ARCADIS Services: Definition & supervision of geotechnical field investigations ‐ Geological, hydrogeological & geotechnical synthesis – Preliminary & Basic Design ‐ Construction Management

LRT of RENNES DISTRICT – LINE 1 (France) ‐ Client: RENNES DISTRICTKey data: Construction period: 1997 – 2001 – 9.4 km of double tracks line ‐ bored tunnels: 3 560 m by 1 earth pressure balance machine ‐ 15 stations ‐ 1 garage workshop

Metros and Tramways


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AMSTERDAM CENTRAL STATION ‐ NORTH‐SOUTH METRO LINE JUNCTION ARCADIS Services: preliminary and detailed design – construction managementAMSTERDAM CENTRAL STATION ‐ NORTH‐SOUTH METRO LINE JUNCTION (The Netherlands) – Client: ProRailKey data: under construction ‐ Amsterdam Central station in full operation

Metros and Tramways


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SIJTWENDE TUNNELARCADIS Services: Preliminary and detailed design (civil + systems)

SIJTWENDE TUNNEL (The Netherlands) – Client: Royal Volker Wessels construction companyKey data: In operation (2003) ‐ 2.2 km cut & cover combined road and tramway tunnel including one underground station

Metros and Tramways


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NEW YORK CITY – EAST SIDE ACCESS (USA) ARCADIS Services: Construction Management

NEW YORK CITY – EAST SIDE ACCESS (USA) ‐ Client: NYC Metropolitan Transit Authority (MTA)

Key data: Construction period: 2007 – 2015

Metros and Tramways


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VALPARAISO – MERVAL PROJECT ‐ Client: MERVAL S.AARCADIS Services: Complete design (from preliminary design to detailed design) – Architectural design –Tender documents

VALPARAISO – MERVAL PROJECT (Chile) ‐ Client: MERVAL S.AKey data: Construction period: 1998‐2005

Metros and Tramways


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PRAGUE UNDERGROUND ARCADIS Services: Detailed Engineering for sections IV C1 and IV C2

PRAGUE UNDERGROUND (Czech Republic) ‐ Client: Public Transport Company of the Capital City of Prague

Key data: Construction period: 2001 ‐ 2008

Metros and Tramways


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Metros and Tramways

CAIRO METRO – LINE 2ARCADIS Services: Definition & supervision of geotechnical field investigation ‐ Geological, hydrogeological & geotechnical synthesis ‐ Definition of soil improvement for break‐in & break‐out of the stations & for special

structures (cross‐passages,…) ‐ Evaluation of building underpinning

CAIRO METRO – LINE 2 (Egypt) ‐ Client: CAMPENON BERNARD SGE – SPIE BATIGNOLLES –FOUGEROLLE – BOUYGUES – SOLETANCHE BACHY – ARAB CONTRACTORS JV

Key data: Construction period: 1993 to 1997 ‐ 19 stations ‐ a double tracks tunnel bored by a slurry shield machine


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Highway and Road Tunnels


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MARSEILLE – NORTH‐SOUTH COAST AXISARCADIS Services: Design and Construction Management (EGIS Rail‐ARCADIS‐MASCARELLI Architects JV) including geotechnical aspects

MARSEILLE – NORTH‐SOUTH COAST AXIS (France) ‐ Client: CUMPMKey Data: Construction period: 2004‐2010 – Demolition of the existing viaduct: 19 000 t – Cut & cover construction (2 and 3 lanes): 1100 m – 30 000 m2 slurry walls



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A86 HIGHWAY – WESTERN SECTIONARCADIS Services: Definition & supervision of geotechnical field investigations ‐ Geological, hydrogeological & geotechnical synthesis ‐ Assessments on impacts on the underground water‐table ‐ Technical assistance

during detailed design phase ‐ Detailed design & shop drawings of the tunnel internal structures

A86 HIGHWAY – WESTERN SECTION (France) ‐ Client: SOCATOPKey data: Construction period: 1991 (on going) – 1 tunnel 10.3 m finished diameter, 10.2 km long ‐ 1 tunnel 10.5 m finished diameter, 7.6 km long

Both tunnels bored by TBM



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BAILLET TUNNELARCADIS Services: Definition & supervision of geotechnical field investigations Geological, hydrogeological & geotechnical synthesis – Design ‐ Construction Management

BAILLET TUNNEL (France) ‐ Client: BPB PLACO (Plaster manufacturer)Key data: Construction period: 1997 to 2001 – 1 two‐lane road tunnel: 84 m2 cross‐section excavated by NATM method, 300 m long ‐ 1 connecting cavern excavated by NATM method ‐ a 150 m long open‐trench

at the main tunnel portal



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200m cut and cover “West” 1818 m mined tunnel

200m cut and cover “East”

A

A

Section A-A

50 meter

TOULON A50‐A57 – 2nd TUBEARCADIS Services: Detailed Design of temporary supports – External control of Detailed Design of final linings and cut & cover sections

TOULON – A50‐A57 – 2nd TUBE (France) ‐ Client: BOUYGUES TP ‐ SBF – COLAS ‐ SCREGKey data: Construction period: 2007 to 2011 – 2 cut and cover sections of 200m each (East and West) ‐mined tunnel of 1818 m including safety equipments (fire niches, safety niches,…) – 7 cross‐passages for

pedestrian access – 2 cross‐passages for rescue vehicle access



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ROUTE DES TAMARINS – SECTION 1ARCADIS Services: Independent checker for viaduct, cut & cover section and bored tunnels section

ROUTE DES TAMARINS – SECTION 1 (Isle of La Réunion) ‐ Client: DDE RéunionKey Data: Construction period: 2004‐2009 – Viaduct of Saint‐Paul, 750 m long – Cut & cover, 150 m long –Cap de la Houssaye Tunnel, 300 m long – 3 other viaducts



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2nd COENTUNNEL PPPARCADIS Services: overall design management ‐ Preliminary and Detailed design of the tunnel – highway

design ‐ Management of tunnel safety aspects‐ monitoring of the existing tunnel during construction –functional design traffic management systems – interface management tunnelsystems

2nd COENTUNNEL PPP (The Netherlands) – Client: Coentunnel Company BV (concessionaire)Key data: Construction period: 2009 (on going) – includes a 1.2 km immersed tube tunnel and the refurbishment of the existing Coentunnel



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A2 LEIDSCHE RIJNARCADIS Services: Preliminary and Detailed design of tunnel – service buildings – interface management tunnel systems

A2 LEIDSCHE RIJN (The Netherlands) – Client: Besix – Dura Vermeer joint ventureKey data: Construction period: 2007 ‐ 2010 – 1650 m cut & cover tunnel 10 –lane tunnel part of the Trans European Road Network



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BUSAN‐GEOJE FIXED LINK (South Korea) ARCADIS Services: Independent checker – Construction supervision

BUSAN‐GEOJE FIXED LINK (South Korea) ‐ Client: GK Fixed LinkKey Data: Construction period: 2003‐2009



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D5 MOTORWAY – VALIK TUNNEL ARCADIS Services: Complex geotechnical monitoring of two tunnels

D5 MOTORWAY – VALIK TUNNEL (Czech Republic) ‐ Client: Road and Motorway Directorate

Key Data: Construction period: March 2003 – May 2006



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MRAZOVKA TUNNEL ARCADIS Services: Construction supervision ‐ Monitoring

MRAZOVKA TUNNEL (Czech Republic) ‐ Client: Road and Motorway DirectorateKey Data: Construction period: 1998 – 2002


h d d l


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D8 MOTORWAY – PANENSKÁ AND LIBOUCHEC TUNNEL ARCADIS Services: Complex geotechnical services

D8 MOTORWAY – PANENSKÁ AND LIBOUCHEC TUNNEL (Czech Republic) ‐Client: Road and Motorway DirectorateKey Data: Construction period: March 2003 – November 2006


Hi h d R d T l


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MOSCOW – LEFORTOVO TUNNEL ARCADIS Services: Geotechnical Assistance – Technical Assistance for surface settlements appraisal

MOSCOW – LEFORTOVO TUNNEL (Russia) ‐ Client: VINCI Construction JVKey Data: Construction period: 2000 – 2001


Hi h d R d T l


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EL AZHAR ROAD TUNNELS (Egypt)ARCADIS Services: Definition & supervision of geotechnical field investigation ‐ Geological, hydrogeological & geotechnical synthesis ‐ Definition of the lay‐out ‐ Audit of the project (civil engineering & equipments)

E L H U S S E I N

V E N T .

S H A F T

P O R T S A I D

V E N T .

S H

A F T

A T T A B A

V E N T .

S H A F T

S A L A H

S A L E M

V E N T . S

H A F T

T B M E

N T R Y S H A F T

EL AZHAR ROAD TUNNELS (Egypt) ‐ Client: CAMPENON BERNARD SGE – SPIE BATIGNOLLES –FOUGEROLLE – BOUYGUES – ARAB CONTRACTORS JV

Key data: Construction period: 1998 to 2001 ‐ twin tunnels, 1 700 m long, 8.35 m finished diameter bored by a slurry shield machine ‐ 2 cut & covers, 200 m & 400 m long



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Underground Space

Underground Space


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LEP – TUNNEL FOR PARTICLE ACCELERATORARCADIS Services: Analysis & synthesis of geotechnical data ‐ Determination of geotechnical parameters for the whole project ‐ Detailed design & shop drawings of all the civil engineering structures (over 900

drawings produced)

Underground Space

LEP – TUNNEL FOR PARTICLE ACCELERATOR (Switzerland) ‐ Client: EUROLEPKey data: Construction period: 1984 to 1988 ‐ 6 underground caverns 22 m diameter ‐ 15 underground rooms ‐ 50 km of galleries, 4.50 m to 12 m diameter (19.4 km of galleries bored by 3 WIRTH TBM, 4.50 m diameter)

The LEP (Large Electron Positron Collider) tunnel accommodates the largest particle accelerator in the world

Underground Space


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CHANNEL TUNNEL – FRENCH CROSS‐OVERARCADIS Services: Determination of the minimum chalk pillar thickness between the 2 railway running tunneEvaluation of the authorized deformation criteria during excavation ‐ Phasing determination for the primary

galleries mining ‐ 2D & 3D finite elements models ‐ Geological & geotechnical follow‐up for the work duration

CHANNEL TUNNEL – FRENCH CROSS‐OVER (France) ‐ Client: TransManche LinkKey data: Construction period: 1986 to 1991 ‐ The cavern is 170 m long, 19 m wide and 18 m high ‐ The thickness of chalk pillar separating the 2 railway running tunnels is just 1.5 m

Underground Space

Underground Space


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HAUSSMANN St-LAZARE Station

MAGENTA StationGARE

SAINT-LAZARE

GARE DUNORD

EOLE PROJECT – PHASE IARCADIS Services: Geotechnics ‐ Basic & final design of bored tunnels, conventionally excavated tunnel, connecting structures, cross‐passages, shafts – Basic & final design of ground treatments ‐ Elaboration of construction methods & phasing ‐ Elaboration of the instrumentation program ‐ Preparation of the tender documents, including contractual technical specifications ‐ Geotechnical & technical advisor to the Client – Control of detailed design & acceptance of shop drawings

EOLE PROJECT – PHASE I (France) ‐ Client: SNCF (French National Railway Authority)Key data: Construction period: 1990 to 1995 – 2 underground stations 53 m wide, 225 m long ‐ 1 tunnel 12 m wide, 800 m long ‐ 2 parallel tunnels, 1 700 m long each, bored by 7.40m diameter slurry shield TBM ‐ 4 connecting caverns between main tunnels & stations

Underground Space

Underground Space


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3RD UNDERGROUND ELECTRIC POWER SUBSTATION ARCADIS Services: Complete design and construction management services for underground and surface structures

3RD UNDERGROUND ELECTRIC POWER SUBSTATION (Monaco) ‐ Client: Authority of Public Works, Principality of MonacoKey data: Construction period: 2008 to 2014

Underground Space

Underground Space


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ANDINA PROJECT ARCADIS Services: Detailed engineering ‐ Geomechanical interaction of a large cavern with nearby cavities

ANDINA PROJECT (Chile) ‐ Client: CODELCOKey data: Construction period: 1998 to 2002

Underground Space

H dra lic & Technical Galleries


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Hydraulic & Technical Galleries



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EL TENIENTE MINE ACCESS TUNNELARCADIS Services: Engineering services for the Consortium during the tendering process (Geotechnics –Preliminary Design of the underground structures)

EL TENIENTE MINE ACCESS TUNNEL (Chile) ‐ Client: VINCI – Solétanche Construction JVKey data: Design & Build project ‐ Double tube copper mine access tunnel in the Chilean Andes ‐ 9,000 m long, approx. 110 m² section (each tube), 20 cross passages – max. 1100 m rock cover ‐ locally squeezing

rock conditions




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COLLECTOR MARGEN IZQUIERDAARCADIS Services: Technical & contractual assistance to the Client from preliminary design to tender documents

COLLECTOR MARGEN IZQUIERDA (Argentina) ‐ Client: AGUAS ARGENTINASKey data: Design period: 1998 to 2001 – Main sewer, 13 km long, 3.50 m finished diameter, bored by TBM ‐Drop shafts ‐ Junction chambers ‐ 2 connexions with existing major sewers ‐ Pumping station ‐ Diffuser tower ‐ 1 crossing below an existing major drinking water tunnel




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PIQUETTES – BUCHELAY COMBINED SEWER SYSTEM ARCADIS Services: Complete design and Construction Management

PIQUETTES – BUCHELAY COMBINED SEWER SYSTEM (France) ‐ Client: Community of Mantes AgglomerationKey data: Construction period: 2004 ‐ 2007




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SEINE RIVER

SST2 S S T 3

SST1 SST4

OV2

OV1 OV4

SS basin

IVRYMASSENA AUSTERLITZ

OV3PERIPHERIQUE

TIMA – STORM STORAGE TUNNELS & OVERFLOWSARCADIS Services: Preparation of Detailed Design ‐ Preparation of Tender Documents

TIMA – STORM STORAGE TUNNELS & OVERFLOWS (France) ‐ Client: SIAAPKey data: “Massena‐Austerlitz” tunnel, 2 300 m long ‐ 4.00 m finished diameter, bored by pressured front shield TBM ‐ “Peripherique‐Massena” tunnel, 650 m long, 4.00 m finished diameter, bored by pressured front shield TBM ‐ 3 storm overflows including 3 drop shafts, 30 to 40 m deep




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Tunnel was abandoned after

2,400-ft at a cost of $100M.

Tunnel Abandoned at STA 24+46

Proposed Shallow Rock Tunnel (SRT)

Outfall Riser Shafts

Completed in Detroit River

Existing Shaft Will Be

Used

1 23 4 5 6

7 8

Proposed Supplemental

Borings (6 vertical 2 inclined)

DETROIT RIVER OUTFALL n°2 – TUNNEL RESCUEARCADIS Services: Expertise of the flood reasons – Preliminary design of the potential rescue alternatives

DETROIT RIVER OUTFALL n°2 – TUNNEL RESCUE (USA) ‐ Client: DWSD Key Data: total length: 1890 m ‐ inner diameter: 7,92m, outer diameter: 8,72 m ‐ 2 access shafts (diam. 3m) and 6 riser shafts in the Detroit River (diam. 3m) ‐ tunnel depth: ca. 85 m to reach presumably less permeable rock ‐

geology: fractured limestone and marlstone ‐ water pressure of up to 6 bar ‐ high H2S content in ground water

y



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DETROIT ‐ UPPER ROUGE TUNNELARCADIS Services: Preliminary and Basic design of the main TBM entry shaft – Checking of the detailed design of the shaft

DETROIT ‐ UPPER ROUGE TUNNEL (CSO) (USA) ‐ Client: DWSDKey data: Construction period: 2008‐2014 – Total length: 11 260 m – Inner diameter: 9.14 m ‐ 9 drop shaft connections along the alignment ‐ tunnel depth: ca. 50 to 60m

geology: heterogeneous layers of limestone, shale, marlstone ‐ H2S and CH4 present in ground water

y

Tunnel Safety


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Tunnel Safety

Tunnel safety – Rail


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LYON TURIN FERROVIAIRE BASE TUNNEL ARCADIS Services: Analysis of transport of dangerous goods ‐ functional safety analysis – development of tunnel safety requirements

LYON TURIN FERROVIAIRE BASE TUNNEL (France‐Italy) – Client: LTFKey data: Under development ‐ 53 km tunnel between Lyon (France) and Torino (Italia)

Tunnel safety – Highway


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A2 MAASTRICHT TUNNEL CORRIDOR ARCADIS Services: preliminary (civil) design ‐ Functional safety analysis – Quantitative risk analysis –Scenario analysis ‐ development of tunnel safety requirements – management of interface with emergency

services ‐ development of tunnel system specifications – development of operational procedures

A2 MAASTRICHT TUNNEL CORRIDOR (The Netherlands) – Client: Avenue2 JVKey data: Under design ‐ 2.3 km bi‐level tunnel in Maastricht – including real‐estate development and smaller tunnels and bridges

Tunnel Systems


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Tunnel Systems

Tunnel systems – Rail


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PANNERDENSCH KANAAL TUNNEL ARCADIS Services: Functional analysis – preliminary design (civil + systems) ‐ development of tunnel and tunnel system specifications – construction management

PANNERDENSCH KANAAL TUNNEL (The Netherlands) – Client: Betuweroute ManagementgroepKey data: twin tube TBM driven rail freight tunnel ‐ 2.68 km

Tunnel systems – Rail


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BEST RAILWAY TUNNEL ARCADIS Services: Preliminary and detailed design (civil + systems) – construction management

BEST RAILWAY TUNNEL (The Netherlands) – Client: ProRailKey data: cut & cover rail tunnel including one underground station ‐ 1.9 km

Tunnel systems – Highway


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2nd BENELUXTUNNELARCADIS Services: preliminary design and detailed design (civil + systems) ‐ development of tunnel and tunnel system specifications – construction management

2nd BENELUXTUNNEL (The Netherlands) – Client: RijkswaterstaatKey data: immersed tube tunnel ‐ 1.0 km – in operation (2002)

Tunnel systems – Highway


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ROERTUNNELARCADIS Services: preliminary design (civil + systems) ‐ development of tunnel and tunnel system specifications – construction management

ROERTUNNEL (The Netherlands) – Client: RijkswaterstaatKey data: cut & cover / immersed tube tunnel ‐ 2.45 km – in operation (2009)

Highways & Roads


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A2 Leidsche RijnANL Services: Preliminary and Detailed design of tunnel – service buildings – interface management tunnel systems

A2 Leidsche Rijn – Client: Besix – Dura Vermeer joint ventureKey data: Construction period: 2007 ‐ 2010 – 1650 m cut & cover tunnel 10 –lane tunnel part of the Trans European Road Network


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