W Orld T Unne L Congres S and 36 Gener Al

World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly CETU (Centre CETU , AECOM, Toronto, AECOM, Hydro-Québec, Montréal, Montréal, Hydro-Québec, 1 , 2

King Saud University, Riyadh, King SaudRiyadh, University, 1 , 2 Session 1C ,Mitri H.S. Sandvik Mining and Construction, and Construction, Mining Sandvik Vienna University of Technology, Vienna, of Technology, University Vienna , 2 , D. Zoldy, , D. Zoldy, H. Javady, 1,2 McGill University, Montréal, Canada

Queen's University, Kingston, Kingston, , Diederichs,M. Queen's University, , H.G. , Jodl AECOM, New York, USA York, New AECOM, 2 1 , Canada Canada M. Ghassemi According to Sustainable Development According Sustainable to Concepts L. Schwartzentruber, M. Deffayet D'Aloia J.T. Kukkonen France des Bron, d’Études Tunnels), Tampere, Finland Finland Tampere, Tunnels A.J. Rancourt Saudi Arabia, Austria Austria V. Nasri Blast Tunnels Using LiDARBlast S. Fekete Canada, Canada,

Canada H. Toma T16 Innovation and Research for Tunnelling 14:15 Under Mapping Ground Precise System Towards in 14:30 Underground New Evaluating Tools for Infrastructures 13:45 Design ArtPlan the in Drill of State 14:00 Pressure of forUnlined the Design Guidelines Updated 13:30 13:30 Single Bore Transit Tunnels for Concept Room: 223, 224 Chaired by: Shea Construction J.F. Fulcher, B. 13:00 and in Drill Characterization Rockmass Face Tunnel S.D. Eskesen, ITA ExCo member 13:15 13:15 Systems Tunnelling for Selecting Efficient Model A , 1 , 2 , 4 Aurecon, 3 , ,Ramoni M. 2 Dragados, Madrid,Dragados, 1 , Ducrot M. , 1 3 , M. ,Frenke M. 3 Obras Subterraneas, 3 , ACS DRAGADOS, 3 , A. Nicola , Weak RockWeak 1 Impregilo SpA, Milan, Impregilo ItalyMilan, SpA, 2 LOVAT Inc., Toronto, Canada Canada Toronto, LOVAT Inc., ARCADIS Geotechnika,ARCADIS 4

SEA Consulting, Turin, Italy,Turin, Consulting, SEA , V. Scionti , A. Gullón 1 , 1 2 , ,Ireland T. 3 2 Session 1B , L. Cantieni 1 , G. Rojo

1 , SpanòM. 1 Gammon India Limited, Mumbai, India India India Gammon Limited, Mumbai, , J. Casado , J. , J. Cooper , J. Wayss & Freytag Wayss Ingenieurbau FrankfurtAG, 3 AECOM, NewAECOM, Auckland, Zealand 1 , , O. Jandejsek, 2 , Dragados, León,Dragados, Spain 2 T04 TunnellingT04 in MONDAY, MAY 17 13:00 – 15:00 EIFFAGE TP, Paris, France Paris, TP, EIFFAGE McConnell Dowell Constructors Ltd.,McConnell Dowell Constructors Auckland, New Zurich, Switzerland, ETH Access Tunnel Access E. Fernandez Spain, Spain, Madrid, Spain Madrid, Auckland, New Zealand New Auckland, Zealand, Zealand, Madrid, Spain P. Vicente ive Approach of(Stage-II) Innovative Lot SW-1: Gammon -A StudyCase R.K. Khali 2 1 1 Tunnel 3 No Anagnostou G. Practical Experience Practical V. Vesely am Main, Germanyam Outfall Tunnel M. Dowler Prague, Czech Republic Republic Prague, Czech TunnelMode Finne - and Hard-Rock Rieker K. Crossing VeryTunnel: Difficult Terrains Doublewith Two 10m-Diameter TBMs Shield G. Venturini 14:30 14:30 Replaced by a Shaft Decline TBM Access Vertical 13:45 Construction TunnelSewaHead of for Race H.E.Project 14:00 Stability Face Assessment Lake Mead Intakethe for Room: 220,Room: 221, 222 Chaired by: Consultant B. Lukajic, 13:00 when Geotechnical Risks Tunnelling - through Flysch Vice-President ITA I.M. Lee, 13:30 13:30 Treatment Water Plant Waste for Rosedale TBM Design 13:15 13:15 Slurry in Using Mixshields Long Tunnels of Construction 14:15 Base Perthus High-Speed Rail Spain - Link, France

, , 2 , , 2 3 Kajima Kajima 2 , T. Abe 1 Obayashi Obayashi 2 Themag Themag Systra SA, Systra SA, Paris, 1 1 , , 1 Rocksoil Rocksoil Milan, SpA, 2 , King Monkut's Institute , , K. Yamauchi 2 , T. Tamai University of São Paulo, São Paulo, of University 1 2 , F. ,Casagrande F. 1 Soft Ground (I) LOVAT Inc., Toronto, Canada, 1 of the Luz ofSubway Station the for Luz

, C. Silvatti , S. Taylor , ,Iura T. , S. Mino 5 2 2 1 2 ITA Working Groups Working and ITA Committees Sponsored The Robbins Companyby Sponsored Construtora Andrade Gutierrez, São Construtora 3 , Session 1A , C.T. Mitsuse , Suwansawat,S. Japan Railway Construction,Japan Transport Railway Line Consórcio Amarela, Via Consórcio São Paulo, 1 1,2 , 4 th 2 , , A. Ogawa , I., Spencer 1 , P. Jackson , A. Nomura 1 , H.C. Rocha 1 1 4 COWI A/S, Denmark Copenhagen, 2 São Paulo Subway Company, São Paulo, Brazil Paulo, São Company, Subway Paulo São 5 T02 Tunnelling in MORGAN EST, Stone, UK UK Stone, EST, MORGAN Obayashi Obayashi Japan, Corporation, Tokyo, T. Harada T. Engenharia, Paulo, São Brazil, Corporation, Pittsburgh, USA Pittsburgh, Corporation, SawickiW. L. Mancinelli, M. Gatti, G. Cassani L. M. Gatti, Mancinelli, France,

T. KobayashiT. Brazil, Brazil, 2 1 Italy Subway Paulo São the T.B. Celestino Corporation, Tokyo, Japan Japan Tokyo, Corporation, ProjectMethod Challenging under Conditions Tanaka Y. ExperienceFace Conditions in Mixed E. Chiriotti São Carlos,São Brazil Paulo, Brazil Paulo, and Technology Agency, Yokohama, Japan, Agency,Japan, Technology and Yokohama, Deformations Deformations Chaiwonglek C. of Technology Ladkrabang, Bangkok, Thailand Bangkok, Thailand Ladkrabang, of Technology TBM Ground Unconsolidated Using in Water-Bearing M. Noguchi

14:00 14:00 Cable Croydon U.K. the London, of Tunnel, Case Study 14:15 5 Metro Milan 14:30 and Design Construction 13:45 13:45 (SPB) Balance Tunneling Pressure Slurry of Application 14:00 14:00 – 18:00 15:00 and Coffee Area Second(Exhibit Break Floor Foyer) Room: 211,Room: 212, 213, 214 Chaired by: D. Zoldy, AECOM 13:00 Pressure Balance Earth Machines, Tunnel Boring ITA Vice-President Y. Leblais, 13:15 13:15 Ground of Inducing Mechanism Shield’s Analysis 13:30 13:30 SupportSystem Casting Tunneling Construction of

15 MONDAY, MAY 17 15:30 – 17:30

Session 2A Session 2B Session 2C T03 Hard Rock Tunnelling (I) T13/14 Contract Practices and Commercial T11/15 Rehabilitation, Repair, Linings and Aspects Grouting Room: 211, 212, 213, 214 Room: 220, 221, 222 Room: 223, 224 Chaired by: E. Eberhardt, University of British Columbia Chaired by: B. Bohlke, Myers Bohlke Enterprise Chaired by: D. Klug, David R. Klug & Associates Inc. F. Vuilleumier, ITA Treasurer A. Dix, ITA Animateur Working Group E. Grov, ITA Vice-President Contractual Practices in Underground Construction and 36 15:30 Gotthard Base Tunnel: Design History of Critical 15:30 Practical Considerations Related to New Trends and 15:30 Renewal of the Alpine San Bernardino Tunnel with

Geological Sections Developments in Contracting, Financing and Delivering Traffic Flowing World Tunne l Congress M. Rehbock-Sander, Y. Boissonnas, Amberg Underground Infrastructure Projects W. Bruderer1, P. Wenger2, L. Schönenberger3, 1Amberg Engineering Ltd., Regensdorf, Switzerland P. Gyorgy1, I. Janitsary1, I. Fogarasi2, 1Consultant Engineering Ltd., Regensdorf, Switzerland, 2Amberg Engineering Office, Budapest, Hungary, 2Kenaidan Engineering Ltd., Sargans, Switzerland, 3Amberg Contracting Ltd, Mississauga, Canada Engineering Ltd, Chur, Switzerland th General Assembly 15:45 Norwegian Tunnelling Technology High Performance, 15:45 Established Standards for Differing Site Condition 15:45 Investigation and Planning for Rehabilitation Works on Quality and Safe Tunnelling Entitlement Bucharest Metro Line 4 F. Nilsen1, R.G. Haug2, 1Leonhard Nilsen & Sønner AS, P.J. Tarkoy, Geotechnical & Tunnel Consultant, O. Arghiroiu1, A.P. Assis2, M. Aymerich3, S. Călinescu1, Risøyhamn, Norway, 2Norwegian Public Road Sherborn, USA 1METROUL SA, Bucharest, Romania, 2University of Administration, Oslo, Norway Brasilia, Brazil, 3European Investment Bank, Luxembourg 16:00 Canadian Fast-track Drill and Blast: Excavating the 16:00 Gautrain : Site Investigations and Procurement 16:00 International Practices and Technology in Sealing Rupert Transfer Tunnel at James Bay, Québec, Canada A. Boniface1, H.J. Tluczek2, R.B. Storry3, 1GIBB, Precast Tunnel Linings C.H. Murdock1, R.W. Glowe2, 1Independent Consultant, Johannesburg, South Africa, 2BKS Pty Ltd, Pretoria, Th. Gruber, Daetwyler Rubber, Schattdorf, Switzerland Vancouver, Canada, 2Independent Consultant, South Africa, 3Bouygues, TP, Johannesburg, South Longueuil, Canada Africa 16:15 Hédinsfjardargöng Road Tunnels, Iceland 16:15 The Southeast Collector Trunk Sewer 16:15 Segment Design for a Main Sewer Project under 1 2 3 1

E. Stehlik, V. Soukup, Metrostav a.s. Prague, Czech B. Garrod , C. Quintero , A. Baca , Hatch Mott Earthquake Influence and High Exposition Class using Republic MacDonald, Mississauga, Canada, 2Hatch Mott Fiber Reinforced Concrete MacDonald, Markham, Canada, 3The Regional R. Bishop1, L. Babendererde2, B. Candia3, 1McConnell Municipality of York, Newmarket, Canada Dowell Constructors, Auckland, New Zealand, 2Babendererde Engineers, Vancouver, USA, 3Independent Consultant, La Paz, Bolivia 16:30 Design and Construction of the Qingdao Jiaozhouwan 16:30 Payment for Tunnel Construction by means of the 16:30 An Alternative Way to Stop Water Incomes in Tunnels Subsea Tunnel Standard Rate Method: Experience on the Bilbao South C. Larive, D. Chamoley, G. Chatenoud, Centre d'Études S.M. Zhou1, M. Lu2, 1China Railway Tunnel Survey & Metropolitan By-pass des Tunnels, Bron, France Design Institute Co. Ltd, Tianjing, China, 2SINTEF Rock J.A. Fuldain1, C. Estefania2, J.A. Laguna3, M. Arlandi4, Engineering, Trondheim, Norway 1Idom Ingeniería Y Consultoría, S.A., Bilbao, Spain, 2Diputación Foral de Bizkaia, Bilbao, Spain, 3Dair Ingenieros, Leioa-Bizkaia, Spain, 4Geoconsult Ingenieros Consultores, S.A., Madrid, Spain 16:45 Observations Made during Construction of a Shallow 16:45 MD-WEC - Mediterranean Sea to Dead Sea Water and 16:45 Monte-Carlo Tunnel: Multiphase Methodology to Repair Rock Cavern in New York - A Study of the 7 Line Energy Conduit a Tunnel under Swelling Marlstone While Maintaining and 36 Extension Project C.D. Breeds1, P. McGuire2, J. Behr2, G. Sherry3, Railways Traffic S. Pollak1, C. George2, C. Snee3, 1Arup, New York, 1SubTerra, Inc., North Bend, USA, 2CED, Washington, F. Chille1, A. Lejeune2, G. Paradis2, M. Schivre1, World Tunne l Congress 16 USA, 2GZA Geoenvironmental, Inc., New York, USA, USA, 3Brierley Associates, LLC, Denver, USA O. Schoen3, 1INEXIA, La Plaine St Denis, France, 3SneeGeoconsult, New York, USA 2SNCF IG, La Plaine St Denis, France, 3RFF, Paris,

France th 17:00 Tunnel Specific Equipment for Efficiency and Versatility- 17:00 The Brisbane Airport Link Project - Australia's Largest 17:00 Analysis of the Performance of Two Component Back- General Assembly Lifting and Explosives Charging Ever Public Infrastructure Contract - The Challenges filling Grout inTunnel Boring Machines Operating under M. Rispin1, J. Lehto2, 1Normet Americas, Inc., Union and Innovations Face Pressure Grove, USA, 2Normet International Ltd, Baar, C.C. MacDonald1, A.J. De Aboitiz2, 1BrisConnections, S. Pelizza1, D. Peila1, L. Borio1, E. dal Negro2, Switzerland Brisbane, Australia, 2City North Infrastructure, Brisbane, R. Schulkins2, A. Boscaro2,1Politecnico di Torino, Torino, Australia Italy, 2UTT-MAPEI S.p.A., Milan, Italy

World Tunnel Congress and 36th General Assembly

TUESDAY, MAY 18

08:00 – 18:00 Registration

08:30 ITA Open Session (West Ballroom A)

Ground Reference Information for Bidding Tunnel Projects – Current Practice, Shortcomings/Benefits and Future Challenges Chaired by: Martin Knights, ITA President

Requirements Concerning Geotechnical Investigation for the Minimization of Risks in Sheild Tunnelling Markus Thewes, Ruhr-University Bochum

Clients View Joe Gildner, Sound Transit

Bringing Certainty to the Unknown: The Role of Law in the Apportionment of Underground Construction Risks Arnold Dix, ITA Working Group 3, Animateur

10:00 Coffee Break

10:30 Ground Reference Information for Bidding Tunnel Projects – Current Practice, Shortcomings/Benefits and Future Challenges Chaired by: Martin Knights, ITA President

Risk Sharing: Planners / Clients’ View Michael Rehbock-Sander, Amberg Engineering Ltd

Ground Reference Requirements for EPBs / Experiences Marco Giorelli, LOVAT, Inc.

International Experience Contractors View Ulrich Wadepohl, HOCHTIEF

Experiences / Contractors View Jeff Petersen, Kiewit Corporation

12:00 Lunch (West Ballroom C and D)

17 TUESDAY, MAY 18 13:00 – 15:00 Session 3A Session 3B Session 3C T02 Tunnelling in Soft Ground (II) T06 New Advances and Innovation in Mechanized T01 Innovative Techniques and Advances in Tunnelling (I) Geotechnical Investigations for Tunnel Projects Room: 211, 212, 213, 214 Room: 220, 221, 222 Room: 223, 224 Chaired by: B. Garrod, Hatch Mott MacDonald Chaired by: S. Moalli, Frontier-Kemper Constructors Chaired by: B. Steller, EBA Engineering Consultants Ltd. P. Grasso, ITA Vice-President F. Amberg, ITA Vice Animateur WG Mechanized H. Parker, ITA Immediate Past President Tunnelling

13:00 The Forgotten St. Clair Tunnels, Toronto, Ontario 13:00 Challenges in Mechanized Tunnelling 13:00 Tunnelling through Karstic Rocks S. Tynan, McNally Construction Inc., Hamilton, Canada M. Herrenknecht, K. Bäppler, Herrenknecht AG, P.G. Marinos, National Technical University of Athens, and 36 Schwanau, Germany Athens, Greece 19 World Tunne l Congress 13:15 The Toronto - York Spadina Subway Extension - An 13:15 Technological Innovation in Mechanized Tunnelling: 13:15 Advanced Technology of the Tunnel Seismic Prediction Overview Towards the Establishment of a New Industry of High System A. Boden, T. Gregor, Spadina Link JV, Toronto, Canada Performance Tunnel Boring Machines T. Dickmann, R. Groschup, Amberg Technologies AG, M. Noronha1, P.O. Faria2, F. Gao3, W.Z. Guo3, 1Federal Regensdorf, Switzerland th University of Santa Catarina, Brazil, 2BraBo Company, General Assembly Inc., Florianopolis, Brazil, 3Shanghai Jiao Tong University, Shanghai, China 13:30 Tunneling Beneath the New York Harbor - The Siphon 13:30 The McNally System™ Increasing Production of Main 13:30 Instrumentation and Monitoring at Deep Excavation in Project Beam TBMs in Difficult Rock through Reliable Roof Historic City of Amsterdam Design and Performance C. Lawrence1, D.M. Watson1, M. Schultz2, 1Hatch Mott Support Analysis of Monitoring System at Ceintuurbaan Station MacDonald, New York City, USA, 2CDM, Cambridge, M.P. McNally, Mike McNally & Associates Inc., R.E.P. de Nijs, S.M. Buykx, Witteveen+Bos Consulting USA Freelton, Canada Engineers, Amsterdam, The Netherlands 13:45 Upper Northwest Interceptor Sections 3 & 4, 13:45 Anti-wear and Anti-dust Solutions for Hard Rock TBMs 13:45 Extensive Geotechnical Investigation for a Road Tunnel, Sacramento, CA, USA L. Langmaack1, B. Grothen2, P.D. Jakobsen3, 1BASF the Stockholm Bypass, beneath Lake Mälaren M.R. Crow1, J. Wong2, C.Z. Painter3, A.J. Finney4, Construction Chemicals, Zuerich, Switzerland, 2The B. Lindström1, K. Windelhed2, 1WSP Civils, Stockholm, 1Kellogg Brown & Root, Pasadena, USA, 2Sacramento Robbins Company, Solon, USA, 3NTNU Trondheim Sweden, 2Swedish Road Administration, Stockholm, Regional County Sanitation District, Sacramento, USA, University, Trondheim, Norway Sweden 3 4 Parsons Brinckerhoff, Sacramento, USA, CH2M HILL, Sacramento, USA 14:00 Brightwater Conveyance Tunnel, West Contract (BT-4), 14:00 Lake Mead Intake No. 3 14:00 Field Works for the Binational Agua Negra Tunnel King County, Seattle, Washington, USA; TBM System J. McDonald1, J. Hurt2, E. Moonin3, 1Vegas Tunnel J.L. Fenoglio, H. Patt, R. Gianni, R. Castro, Rizzo Design to Facilitate Cuttinghead Maintenance in Constructors, Las Vegas, USA, 2Arup, New York, USA, Associates Argentina SA, Mendoza, Argentina Adverse Conditions 3Southern Nevada Water Authority, Las Vegas, USA W. Trisi1, G. Frank2, M. DiPonio2, 1LOVAT Inc., Toronto, Canada, 2Jay Dee Contractors Inc., Michigan, USA 14:15 Two Decades of Advances Investigating, Baselining and 14:15 A Case Study of Subsea Shield TBM Tunnel Design: 14:15 Design and Construction of Tunnels in Karst Geology on Tunneling in Bouldery Ground Istanbul Strait Road Tunnel Crossing Project Yichang-Wanzhou Railway, China S.W. Hunt1, D.E. Del Nero2, 1CH2M Hill, Henderson, K.-C. Jeon, Do-hyung Kim, Dong-hyun Kim, M. Zhang, H.J. Huang, M.Q. Zhang, Project USA, 2CH2M Hill, Atlanta, USA D.-H. Lee, Sambo Engineering, Seoul, Korea Management Center of The Ministry of Railways, Beijing, China 14:30 Estimating Face Pressures for Closed Face Tunnelling 14:30 Review of TBM Utilization and Impact of Difficult 14:30 Does Geological Investigation Reduce Risks in

in Soft Ground Ground Conditions in Zagros Water Conveyance Tunnelling Projects? and 36 D.J. Young1, A. Dean2, 1Hatch Mott MacDonald, Tunnel E. Bieth, C. Gaillard, F. Rival, A. Robert, CETU - Centre Pleasanton, USA, 2Hatch Mott MacDonald, Upper J. Rostami1, J. Khademi Hamidi2, M. Bayati3, d'Études des Tunnels, Bron, France Northwest Interceptor Project, Sacramento, USA 1Pennsylvania State University, University Park, USA, World Tunne l Congress 2Amirkabir University of Technology, Tehran, Iran, 3Imensazan Consulting Engineers, Tehran, Iran th General Assembly 15:00 Coffee Break (Exhibit Area)

15:30 Poster Session

17:30 Poster Awards

18:00 Film Night – Over CANADA, An Aerial Adventure (West Ballroom A) Sponsored by Del Communications

World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly , , , , , Geo , , 1 , 3 , H.M. 1 , 2 4 , 1 , Nagasaki 2 , 1 , 2 1 , 3 , Central Nippon Nippon Central 1 Kajima Kajima 1 Fuzhou 3 Ergose S.A., 3 , T. Hess Minova USA, USA, Minova , 1 , 1 2 3 , , , S.H. Kim , S.Y. Choo , , I.K. Kang 2 1 2 3 Shandong University , G. Tryfonas Room: Exhibit Area Room: Exhibit Area 2 , Z. Guan 1 1 , , , N. Poulakis any Limited, Hikone, any Limited, 2 , S. Teramoto ay Company Limited, ay Company Limited, , H. Matsukawa Ministry of Land, 2 , S. Bloukas 1 1 cal Estimation of Fallout Estimation of Fallout cal 1 , , T.K. Ahn 3 Tough Aquifer directly under 1 , G.C. Cho nel Support Design Method by , D.G. Kim n and Effect Evaluation of Daelim Industrial CompanyDaelim 1 , W. Mussack W. , 2 2 Win Consulting, Seoul, Korea 2 , H. Kusumoto , N. Tsirigotis and Experiences when Facing when Experiences and 2 , 2 2 , Danwoo E&C, Seongnam, Korea Terna S.A., Athens, Greece Shimizu Corporation, Minatoku, Central Nipon Highway Nipon Highway Central 3 2 , Y. Higashi 3 3 1 , , , , , M. Nakata 1 Taisei Corporation, Tokyo, Japan , P. Amerikanos , V. Baltzois , J.H. Kim 1 , H. Hamada 1 1 1 1 , , E. Malandrakis , Y.K. Choi , Y.K. 3 , B. Li 2 1 , M. Sagong Engineers Co. ESCO Consultant and Engineers Ltd., 1 , J. Burdette 1,2 , Nakata M. , K. Tamamura 1 1 1 2 , 2 Kajima Corporation, Ehime, Japan Corporation, Ehime, Kajima Central Nippon Expressw Korea Institute of Construction Technology, Korea Korea Seoul, Vniel Consultant, Minova USA USA , Georgetown, Korea Railroad Research Institute, Euiwang, Korea & Technology, of Science Advanced Institute Korea Central Nippon Expressw through Migmatite Fault Zone S.B. Woo in Operating in Areas with Deep Overburden S. Kobayashi Seoul, Korea South Infrastructure, Transport and Tourism, Kochi, Japan University, Nagasaki, Japan E. Vagiotou Eng, Seoul, Korea H. Fujii Grand Junction, USA by of Tunnel Method Reinforcing Various Considering Time Dependency of Rock Mass Strength Y. Jiang 2 Atsugi City, Japan Expressway Limited, Company 2 3 4 1 1 2 2 Limited, Seoul, Korea South National Tunnel, – Jiyoshi Plateau Shikoku the Karst Highway M. Kataoka T. Tagkas Japan Engineering Nagoya Comp Nagoya Engineering Japan Criterion Spalling-Failure on Martin's based J.D. Hwang University, Fuzhou, China Size of a Tunnel under Excavation J.S. Lee Athens, Greece Nagoya, Japan Nagoya, Difficult Rock Conditions during in Excavation Middle American Tunnel Projects B. Pfaff of Science and Technology, China Daejeon, Korea Japan Nagoya, Corporation, Tokyo, Japan Solution Theory the Law with Curve Characteristic Rockin Squeezing Tunnel Large Super for J. Sato M. Terada Chae Formations N. Diasakos G. G. Kalogerogiannis T05 - High Tunnelling Stress under Conditions T05.029 Penetration through a T05.028 T05.028 Failure in a Tunnel and Deep Long Brittle Predicting T05.030 Suggestion of the Tun T05.027 HIDA Tunnel TBM System - A Large Diameter TBM T04.022 T04.022 in Clayey Tunnel Excavation of Kallidromo T04.023 T04.023 Tunnel in NATM Recovery and Execution Analyses T04.025 Deformation Predictio T04.026 Experimental and Empiri T04.024 Providing Solutions Renewable 2 , 2 , University of 1 , Wyllie & Norrish 2 1 Gygax , M. Shirouyeh 4 Tunnelling 2 , 3 4 , , Tongji University, University, Tongji METROPROJEKT METROPROJEKT Swedish Nuclear & Swedish Nuclear Carleton University, ., Stockholm, Sweden ., Stockholm, Chalmers University of 2 Static and Seismic , Opening Support Structure , , P. Schober IGAM), Daejeon, South 2 Tamavan Consulting Consulting Tamavan AECOM, New York, USA 2 , , A. Gygax Islamic Azad University Islamic Azad University SNC-Lavalin, Vancouver, SNC-Lavalin, Vancouver, 3 1 1 ow Prognosis and Grout , , China Railway Southwest Railway Southwest China 2 2 , S. Sivathayalan , R. Karlzen, 1 McNally Construction Inc., Hamilton, Hamilton, Inc., Construction McNally , , M. Lotfi Moghaddam , S. Roald , J. Mara, J. Kunak, Kunak, J. Mara, , J. 1 MWH Canada Inc., Vancouver, MWH Canada Canada Inc., Vancouver, , Z. Fu , M. Soprovich 2 Korea Institute of Geoscience Geoscience of Institute , C. Sunwoo, Korea 2 1 1 , S.J. Ye, , S.J. , A.G. Dell , A. Mobini 1 15:30 15:30 – 18:00 2 T03 - Hard Rock Tunnelling , Z. Dai, S. , Liao, Z. Y. Dai, Fan, T04 - Tunnelling in Weak Rock Ottawa, Canada Korea in South Area B.-J. Lee Ottawa, Ottawa, Canada & Mineral Resources (K Korea Excavations Subjected to Excavations Loading E. Evgin Research Institute Co., Ltd, Chengdu, China Proven Methods in an Era of Mechanized Technology A. Stremcha Hydro Power Plants Project H. Samari Engineering Associates, Vancouver, Canada Qingdao Jiaozhou Bay Undersea Tunnel, China J.X. Yan Consultant, Trondheim, Norway Engineering, Tehran, Iran Schist Manhattan in Jointed of Shallow Caverns V. Nasri, W. Bergeson Canada Affected by Fault in Hard, Jointed Rock Mass T. Hao A. A. Paulus Araghi D. D. Wyllie Canada, Power Corp, Gibsons, Canada Mahallat-Branch, Iran, Technology, Göteborg, Sweden Tunnels Rock R. Christiansson Rock Engineers, Vancouver, Canada Fuel Waste co Mangement ng: Case Seali Studies from Tunnel for Selection Two Tunnels in Hard Rock, Sweden Å. Fransson, L. Hernqvist and Construction J. Korejcik Shanghai, China Praha a.s., Prague, the Czech Republic in Soil and Receiving Soft Launching Y. Bai T03.014 The Sudbury South End Tunnel Project: Tried and T03.016 Design of Water Conveyance Tunnel in the Sehra T03.013 Study on the Waterproofing and Drainage System of T03.017 Continuum and Discontinuum Modeling for Design T03.015 Behavior of Underground T04.021 The Problem of Tunneling at Mica Schist Distributed T02.010 T02.010 Reconstruction of the Jablunkov Tunnels - Design T03.012 Lake Tap for Tyson Creek Hydroelectric Project T02.011 The Risks and Countermeasures of Shield T03.019 New Developments for Careful Blasting in Hard T04.020 Numerical Analysis of Rock Joints and Underground T03.018 Geology, Water Infl , , , 3 , Shanghai Shanghai , 1 3 1 , , Maeda-Goyo- , Toda-Fujita- 2 3 3 2 , , 2 , , 2 , F. Furukawa 2 , W. Liu, W. 3 BGC EngineeringBGC Inc., uction of Tunnel under for the Construction of 1 , Jacobs Associates, San 2 , M. Terada 1 , M. Pritchard King Mongkut’s Institute of Tobishima Corporation, Corporation, Tobishima 2 1 , A. Sato 2 , 2 1 3 liminary Geological Survey , , S. Gambino an Essential Element in the Element in the an Essential 2 Properties Properties of Shales for the Utilities Commission, San Commission, Utilities alysis in Soft Ground Subway Canadian National Railway, Railway, National Canadian 2 ound Settlement Forecast on Geotechnical Research Centre, , WuH.M. , 1 ation Measures for the CN 2 , S. Suwansawat , Srinakharinwirot University, URS Corporation, Oakland, USA 1 2 1

2 Construction through the , , Central Nipon HIghway Engineering Central Nippon Expressway Company Company Expressway Nippon Central 2 , H. Endo 3 1 , T. Edwards 1 , D. Kinakin 1 , A. Marulanda, R. Gutierrez, , A. Marulanda, , 1 , , D. Tsztoo INGETEC S.A., Bogotá, Colombia 1 2 , M. Hu , T. Matsubara 1 Southwest Jiaotong University, Chengdu, 1 , T. Feldsher 1 , C. He, Q. Yan, C. Ying, M. Lei, He, Q. Yan, , C. , S. Micic 1 T02 - Tunnelling in Soft Ground T02 - Tunnelling in Soft Investigations Investigations for Tunnel Projects Japan Railway Construction, Transport and Shanghai University, Shanghai, China San Francisco Public Public Francisco San Trow International Ltd., Brampton, Canada Technology Ladkrabang, Bangkok, Thailand Epoch of the Pleistocene Ground Soft Complicated under Many Neighboring Structures - Takaoka Tunnel on the Hokuriku Shinkansen Line K. Matsumoto Urban Construction Group, Shanghai, China Aisaaw-Fujimori Joint Venture for Aisaaw-Fujimori the Construction of Japan Nagano, Tunnel, Takaoka the Kitano-Nakano Joint Venture 1 Japan Nagano, Tunnel, Takaoka the 2 S. Sunthornjak Nakhonnayok, Thailand, Foundation Pit Excavation W.B. Zhou Technology Agency, Nagano, Japan Z. Zhang, China Tunneling Using Correlation Coefficient - ANN Technique T. Kongsomboon Tunnels Using Quasi-static Methods Methods Using Quasi-static Tunnels P. Geng Tunnel Engineering Co. Ltd, Shanghai, China Nagoya Company Limited, Gifu, Japan Design Optimization of Pressure Tunnels C. Marulanda Vancouver, Canada Vancouver, Limited, Nagoya, Japan 3 J.P. Garcia, Project Tunnel Irvington New -The Characterization G. Boyce 2 Francisco, USA K.W. Savigny Design of Underground Structures Design of Underground K.Y. Lo The University of Western Ontario, London, Canada Edmonton, Canada C. Jaramillo Francisco, USA Tumbler Tunnels in Northern British Columbia Using Remote Techniques L.U. Arenson High Overburden M. Nakata and Exploration during Constr M. Kawakita Tokyo, Japan POSTER POSTER SESSION T01 - Innovative Techniques and Advances in Geotechnical T01.003 Hydraulic Fracturing as T02.009 Shallow Tunnel

T01.004 Geotechnical Investigations and Ground T01.001 T01.001 Evaluation of Swelling T02.006 A New Method of Gr T02.008 Shield by Predicting Induced Ground Deformations T01.005 T01.005 Rehabilit Designing T01.002 HIDA TBM System- Pre T02.007 T02.007 An Response Seismic

20 World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly , , 2 2 Southwest , 1 , Hongkong- 1,2 2 Terrajato Lda Kajima Kajima 1.2 2 , , 2 , , 1 2 , , K. Akiyoshi 2 , L. Skomorowski 1 , Z.X. Su Metropolitan 1 1 and Time Effects on Time and Effects , J.R. Lopes , 1 2 Parsons Corporation, San of Ceiling Exhaust Duct of lming Down Traffic in the , , H. Ogawa Segmental Linings of Large 2 igations of Loading Capacity ilation Systems and Structures , J. Nakamura , , Moriguchi M. Road Tunnel by Constructing 1 1 art of Downtown Toronto Toronto of Downtown art ingen Metro Stations Obayashi Corporation, Tokyo, 2 Novatecna Consolidações e Consolidações Novatecna , J.M. Zhou MMM Group Limited, Toronto, , 1 1 , , , H. Kurioka 2 , A. Koshima AECOM, Oakland, USA Oakland, AECOM, Ameron International, Ameron Brea, USA 1,2 , B. Nienartowicz , M. Narita , S. Ihara , 1 , 2 1.2 1 COWI, Lyngby, Denmark HOBAS System HOBAS PolskaSystem Sp. z o.o., , T.K. Yoon, J.H. Choo, Yoon, H.T. J.H. Kim, , T.K. , C. He , J. , Ruzicka, J. M. Kochanek, 2 , M. Hiramori , 1 1 Wroclaw University of Technology, Wroclaw, Ministry of Land, Infrastructure Transport and Centre of Prague O. Hasik , Poland Hokkaido Tourism Regional Development Bureau, Sapporo, Japan 1 1 Evaluating Swelling Ground Swelling Evaluating Tunnel Liners S.Y. Min, J.Y. Kaneshiro I.B. KISTEC, Hwang, Gyunggi-do, South Korea Underwater Shield Tunnels K. Feng METROPROJEKT METROPROJEKT Praha a.s., Prague, The Czech Republic Rail Underground for Required Space on the Stations P.C. Miclea Dabrowa Górnicza, Poland Górnicza, Dabrowa Control withTraffic Branch Minimum Y. Sato C. Boye the Shield Driven Expressway Tunnel Expressway Tunnel Driven Shield the T. Hatsuku Canada of Glass Reinforced Plastic Noncircular Modules Channels of Sewerage to Used Renovation C. Madryas Construções S.A., São Paulo, Brasil Paulo, São S.A., Construções Japan South Korea with the Time Factor H.K. Kim Diego, USA Diego, USA Line 4 in São Paulo, Brazil GuatteriG. Expressway Co., Ltd, Tokyo, Japan T. Matsuno Y. Nakamura - Praça Francisco Sá Carneiro, Lisboa, Portugal Zhuhai-Macao Bridge, Guangzhou, China PVC Liner Provide Single Pass Corrosion Protection Tunnel in Segmented Concrete R.B. Fisher Jiaotong University, Chengdu, China Corporation, Tokyo, Japan P.S. Magowan M.R. Pieroni T11/15 – Rehabilitation, Repair, Linings and Grouting T11/15 – Repair, Grouting Rehabilitation, Linings and T10.053 T10.053 Road Tunnel TBM for Ca T11.063 Rational Design and Construction Approach for T11.061 Study on Model Test of T10.054 Impact of Tunnel Vent T11.059 T11.059 Extension of Existing T10.055 Copenhagen Cityr T10.056 Design and Construction T11.058 Assumptions to Invest T11.060 Pattern Study of Deterioration in Railway Tunnel in T11.064 Important Jet Grouting Applications at the Subway T11.062 Precast Segmented Tunnel Liners with Embedded T10.057 Tunneling in the He Korea 1 , , 2 2 , , 2 2 , , 1 1 Japan Railway Railway Japan 1 SWS , , 2 4 , B.K. Choi , Y. Kojima , S.J. Lee 2 1 1 , G. Hesina 1 , B. Boy 1 Golder Associates AB, 1 ARCADIS Geotechnika, GEOtest Brno, Brno, , 1 2 2 Dia Consultants co., Ltd, ead of the Tunnel Face by Tunnel the during ystem , 3 nitoring System of Bangkok Technology, Goyang-si, , T. Ebermann ntation and Monitoring 2 Mine Radio Systems, Mine Radio Systems, Technical Research Institute, se Studies of Mountain , 1 1 Mine Radio Systems, Mine Radio Systems, Chalmers University of 2 , Data Management, Analysis 2 , T.H. Kim , T. Asakura , S.B. Yim 2 eat Depth - A Tunnel Sealingeat Depth - A 2 Railway Technical Research Railway , 4 , 1 2 , ., Trento, Italy Kyoto University, Kyoto, Japan Kasetsart University, Bangkok, , G. Krusche , S. Suwansawat 4 1 , G. Takahashi 1 1 ength of Rock Mass Ahead of Ahead of Mass Rock ength , 1 , Bec Fayat Group, Montpellier, Bec Fayat Group, , J.P. Albrecht 2 1 1 , M. Polak , K. Hata, , 1 , J. Funehag 2 1 King Mongkut’s Institute of Technology , J. Saito , S. Ward 2 3 1 , K.Y. Kim , Y.T. Choi , S. Fuoco, D. Maniezzo, VRVis - Center for Virtual Reality and and Reality Virtual for - Center VRVis 1 CETu, Bron, France CETu, Bron, France 2 2 Ministry of Land, Transport and Maritime 2 , M. Rychtecky 2 , 1 , , Geodata Ziviltechnikergesellschaft mbH, Leoben, Geodata Ziviltechnikergesellschaft mbH, T10 - The Use of Underground Space 1 Austria Affairs, Gwacheoun-si, Korea W. Farjow Blue Line South Extension Subway Project S. Prayongphan Visualization Research, Vienna, Austria Ladkrabang, Bangkok, Thailand of Hydraulic Rate FacePenetration Tunnel Using Rock Drill C.Y. Kim and Visualization New IT Tools for Better Projects K. Rabensteiner Obayashi Corporation, Tokyo, Japan Tunnels under Seismic Conditions H. Miyabayashi Project at Äspö HRL, Sweden A. Emmelin Technology, Gothenburg, Sweden Thailand , Saitama, Japan Institute, Tokyo, Japan the Exploration the S Drilling Excavation T. Kuwahara Manchester, UK Goodwood, Goodwood, Canada Stockholm, Sweden Stockholm, P. Srijanthong Construction, Transport and Technology Aency, Kanagawa, Japan Institute of Construction Korea Y. Shigeta J.M. Kim Impacts on the Surface Buildings - Response to Excavation O. Hort Engineering S.p.A the Underground Railway of Florence P. Cucino France Prague, Czech Republic , Czech Prague, Czech RepublicCzech F. Martareche J. Lossmann A. Mercusot T08 - Geotechnical Instrume T08.049 Transmitting Radio Signals through the Earth T08.047 Instrumentation and Mo T08.048 Prediction of Str T08.046 Tunnelling Integrated T08.051 Measurements and Ca T10.052 Getting it Tight at Gr T08.050 T08.050 Ah Geological Prediction T07.043 T07.043 Kralovopolske Tunnels in Clays: Deformation's T07.045 Study for the Compensation Grouting: The Case of T07.044 Rehabilitation of a Tunnel under Traffic , 1 , 3 Ssangyong , Lombardi Ltd, Lombardi 1 , C. Park 1 1 , University of 3 SELI S.p.A., Tekken 3 , , East Japan Railway 1 Seoul National , Deltares, Delft, The 2 CSM BESSAC, Saint 2 Geoscience & Mineral Geoscience 1 , Tekken Corporation, , 2 , Y. Sasaki , M. Shiromoto 2 1 2 ement Structure) by , F. Roca , Basauri Section of the of Section Basauri ation Grouting in Sand - 2 , Y.B. Jung Obras Subterráneas SA, 1 ling Excavation ling in the Sociéré Nationale pour les lication of T.R.c.M and C.A.M 2 nnovation in Mechanized Mechanized in nnovation by the Metrobus Tunnel Obayashi Corporation, Tokyo, Nippon Expressway Research Research Expressway Nippon , of HEP & JES (High speed speed & (High of HEP JES 2 , below Sensitive, Historic below Sensitive, Historic Tunnelling , T. Tokumoto , T. Mikami TU-Delft, Delft, The TU-Delft, Netherlands Delft, The 1 , M.E. Pujdak, T.R. Calkins, URS , K. Nakano 1 , J.W. Bosch 2 1 , A. Bensaid East Nippon Expressway Co., Ltd., , , J.N. Lasfargue, 1 1,2 , P. Pacios, 1 , L. Zinelli, F. Colleselli, Korea Institute of , D.S. Cheon , D.S. , 1 1 3 , Y.H. Cho, H. Cho, S.P. Youn, , Sociedad Espagnola de Estudios para la para de Estudios Espagnola Sociedad 2 , A. Nakano, Nakano, A. , 3 Evaluation of Brittle Failure Characteristics around Mechanical Excavation S. Sawamura Element Pull & Jointed El & Jointed Pull Element Japan Madrid, Spain A. Barioffi, F. Bove, G. Fumagalli Resources, Daejeon, Korea an Opening Using Acoustic Emission and X-rayand CT Acoustic Emission Using an Opening E.S. Park Engineering & Construction Co. Ltd, Seoul, Korea South Yorkin New City Structures B.T. Hamilton Fukushima, Japan Brescia, DICATA, Brescia, Italy of Subway - Station Construction with a Large Section Tunnel, Driven 15cm beneath Existing Underground Structures C.S. Kim Joury, France Joury, France Technique Information-oriented Utilizing K. Miyazawa Corporation, New York, USA USA York, New Corporation, Case Histories A. Bezuijen Institute Co., Ltd., Tokyo, Japan Tokyo, Japan in the Excavation Historic Town of Brescia (Italy) A. Sanzeni Netherlands Company, Sendai, Company, Japan Rome, ItalyRome, MoriM. University, Seoul, Korea Alluvium Y. Rouillard Corporation, Tokyo, Japan Roadheader in the Ariz - Metro Bilbao A.A. Gullón H. Fukushima H. Sasao S. Jeon A. A. Panciera Comunicaciòn Comunicaciòn fija a través del Estrecho de Gibraltar Spain(SECEG), Madrid, Études du Détroit Rabat, de Gibraltar (SNED), Maroc, Minusio, Switzerland T07 - Sensitive Tunnelling Structures under T06 - New Advances and I and - NewT06 Advances T05.031 T05.031 The Gibraltar Tunnel: The Design Revision T06.038 Rapid Construction T06.036 Los Bronces - Use of TBM Compact T05.032 T07.041 Stealth Tunneling T07.040 Case Study in the App T06.034 T06.034 Bedrock, in Hard Excavation TBM Rapid with T07.042 Corrective and Compens T07.039 Settlements Induced T06.037 Application of Nesting Parent-Child TBM T06.033 Long Drive Microtunne T06.035 Experience in Construction in Hard Rock with

21 World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly , 2 TESO 1 Hyundai 2 , , 3 2 Korea , ILF Hoseo 1 Tobishima Tobishima 2 2 , , 2 , Sangji University, 3 , N. Hirama Kangwon National Kangwon National 2 , 1 , S.M. Kim ILF Consultants Inc., , H.L. Nam 3 2 , 1 3 , , M.M. Ahmadi, Sharif ARCADIS Geotechnika, Geotechnika, ARCADIS Obayashi Corporation, Southwest Jiaotong , H. Sander , Monitoring and Sign System 1 Seoul, South Korea, rnative to SEM in the US? , T. Tsutsui 1 Central Beam Column (CBC) Fire Load in Tunnel by Using by Using in Load Tunnel Fire , S.K. Lee CECI, Engineering Consultants, , Y.J. Park , S.H. Lee 1 mance of SFRC Segments with with Segments of SFRC mance 3 2 , F. Jiricny 1 , O. Kostohryz, University of Western Australia, Perth, , T. Kawanishi, , , S.Y. Lee , K.C. Ahn , J.H. Lee , J.S. Hou, , N. Kishida 2 1 1 1 University of Suwon, Suwon, University South of Korea Suwon, T18 - Safety in Tunnelling T18 in - Tunnelling Safety 3 , Yamaguchi University, Ube, Japan YamaguchiUbe, University, Corporation, Tokyo, Japan inRepublic Czech the Collapse A. Rozsypal Wonju, South Korea Polypropylene Fiber against Explosive Spalling of Lining Concrete of Shield Tunnels T. Yashiro 1 University, Chenan, South Korea Taipei, Taiwan (Tunnel Fire-Fighting Robot): A Proposed Model of to Deal Specifically Designed Robot a Fighting Fire in Tunnels Fires with M. Ariakia Railroad Tunnel in Use Railroad Y.-S. Oh, T.-H. Lee, J.-U. Lee, T.-J. Lee Y.H. Suh Th. Marcher USA USA Digital Camera Flashed by Using Measurement Image M. Shinji Australia Australia University of Technology, Tehran, Iran Twin-tube Subsea Road Tunnel S.C. Lee University, Samcheok, South Korea University, Samcheok, Structure and Consolidation Grouting on the Ground Settlement of Large Span Underground Station, Line 3 Tehran Metro A. Valizade, M.M. Sadaghiani Prague, Czech Republic Conjugate Heat Transfer J.J. Chen University, Chengdu, China Infrastructure Safety and Technology Corporation, Gyeonggi, South Korea Using of Tunnel Road Banana Jet Fan S.C. Lee Engineering Co., Ltd., Consulting Consulting Engineers, Austria Engineering & Construction Co., Ltd., Seoul, South Korea Tokyo, Japan Tunnelsin Long S. Wang, C. He, D. Guo T17.086 T17.086 The Simple Sprayed Concrete Dust Density T17.087 Analysis of Deformations Prior to the Brezno Tunnel T18.092 Fire-Proofing Perfor T18.095 Improving the Fire Safety of Road TFR Tunnels, T18.090 The Cause and Solution of the Track Irregularity of T17.085 T17.085 ADECO RS as an Alte T17.089 Drill and Blast Method for South Korea's Longest T17.088 T17.088 of Effect of the Study T18.094 Preliminary Study of T18.091 Numerical on Simulation Ventilation Characteristics T18.093 Whole Life-cycle Health , , SMA , , 1 2 1 , , 3 4 , 1 Dulles Gall 3 2 University University , 4 Hoseo , 3 , , City of 2 Bechtel Busan District 1 Hoseo 5 , Hanseo 2 , 2 , B.S. Chun , , O.Y. Kwon , K.H. You 2 , 3 1 2,3 , Seoul, Republic of of Republic Seoul, , Parsons Brinckerhoff, n. Road Facilities , S. AbouRizk Queen's University, 1 2 , P. Romualdi 1 , 2 d Refinement of Empirical and Significance of Tunnel Significance and NV Bekaert SA, Belgium NV Bekaert SA, rge Underground Structures SELI S.p.A., Italy Rome, , H.G. Kim 1 Tunnel Precast Segmental , S.H. Kim 1 2 Modeling of Ring Joints for Politecnico di Torino, Torino, 2 University of Alberta, , , S.E. Chae , nd Sprayed Concrete Linings , T. O'Brien 3 2 2 2 Indian Institute of Technology, , 2 2,3 , S. Fernando , P. Perruzza National Authority For Tunnels 1 1 , , G.V. Ramana Korea District Heating Engineering Co. Co. Engineering DistrictKorea Heating , I.J. Park , Y. Ding 1 1 , M.S. Diederichs, 1 1 , J.Y. Kong , V. Gall , 1 , S.H. Kim , C. Ronco, 5 , Z. Rinaldi 1 1,3 2 Hanyang University, Seoul, Korea 2 , Konkuk University, Seoul, , Korea University “Tor Italy of Vergata”, Rome, Rome Hakyong Engineering Co. Ltd. Dalian University of Technology, China University, Asan, Korea Lining with Fiber Reinforced Concrete Moccichino M. Edmonton Asset Management Edmonton and Public Works, CanadaEdmonton, 1 2 1 Korea J.H. Choi New New Delhi, India Tunnelling C. Oggeri Edmonton, CanadaEdmonton, University, Cheonan City, South Korea of Suwon, Hwasung, South Korea Consulting Consulting Ltd, Edmonton, Canada Sydney, Australia, Ltd, SungNam City, South Ltd, Korea SungNam Bored Tunnel Cairo Metro Line III A. Abu-krisha University, SeoSan City, South Korea Drainage Systems Systems Drainage J.H. Shin Road and River Manage and River Admi Road Bureau, Busan, South Korea Kingston, Canada C.W. Kwak A. Meda Rockmass Modulus Estimation C.D. Hume Italy (NAT), Cairo, Egypt Behaviour of Underground Structures R. Mahajan Shaft Lining by Hydro-Mechanical Coupled Analysis by Hydro-Mechanical Lining Shaft Y.W. Shin Projects Projects Using Simulation Modeling M. Al-Bataineh Design-Build Contract in the US J. Rudolf Infrastructure Corporation, Vienna, USA Zeidler Consultants, LLC, Ashburn, USA Transit Partners, Vienna, USA Fibre Reinforced Sprayed Concrete B. de Rivaz 2 T16 - Innovation T16 - and Research Innovation for Tunnelling T17 - Sequential Excavation a T17.083 Experimental Tests on T16.079 Investigation and Test for Reuse of Muck in T16.077 T16.077 Numerical Innovative T16.082 Hydraulic Deterioration T16.081 Seismic Analysis for La T16.080 T16.080 an Validation Numerical T16.078 Innovative Approach to Assess the Seismic T16.076 Determination of Residual Water Pressure on a T13.074 T13.074 Applying Scenario-based Planning in Construction T17.084 Relevant Performance Characterisation Test for T13.075 Implementation of Conventional Tunneling in a King , 2 Seafco 1 , 2 Kenaidan , 2 1 Sekogeo Co. , Pusan 1 1 , Centre d'Études d'Études Centre , 2 1 1 , 1 BAU Consultant Kenaidan 2 1 CH2M HILL, Abu CH2M HILL, Abu , , Abu Dhabi Sewerage Sewerage Dhabi Abu 1 2 2 er and Contractor in , at present: Sanefa Sa, 2 , J.-H. Lee 2 Associated Associated Geosciences 1 , P. Malaisree , , , S. Yoon 2 1 tigation for the Construction , F. Rival Swedish Road Road Swedish , S.-H. Lee 1 3 d, Bangkok, Thailand, the Construction of Large- Design of the Longest of the Road Design Tunnel Construction Using rategic Tunnel Enhancement Technology Ladkrabang, water Fluctuation and Flow Fluctuation water , B. Kelly B. , 1 Dowha Consulting Engineers Engineers Consulting Dowha 3 , Tunnel Projects , Y. Lee 2 , S.H. Orakzai 1 Fermi Research Alliance, Batavia, Fermi , C. Larive , J.-Y. Cheong , N.-H. Kim , N.-H. , 1 2 1,2 , T. Dalmalm, , G. Stack 1 , S. Suwansawat S. , 1

T12 - Risk Assessments Assessments T12 - Risk , H. Yang 1 Awards

Korea Institute of Construction Technology, Ilsan, Dhabi, United Arab Emirates, National University, Busan, Republic of Korea Extension Extension Project Z.Z. Aye Contracting Ltd, Richmond, Canada 2 High-resolution High-resolution Geophysical Investigations J. Henderson, C. Robillard Republic of Korea Contracting Ltd, Mississauga, Canada Contracting Ltd, Mississauga, Carouge, Switzerland Employ between Cooperation Tunnels Länken Norra B. Terstad Public Company Limite Co., Seoul, Republic of Korea Underground Deep the Cavernsat Deep Facilities Science and Engineering Laboratory C. Laughton Program (STEP) Marshall R.H. Ltd., Calgary, Canada J.-H. Jeong Rate Due to Construction of Giheung Tunnel Using Resistivity Prospecting and Hydrogeological Data in Korea Hamm S.-Y. Mongkut’s InstituteMongkut’s of Thailand Bangkok, Ltd , Anyang City, South Korea Services Company, Abu Dhabi, United Services ArabCompany, Emirates Subway Tunnels Underground and of Pedestrian Loop in Downtown Toronto A. Flatley des Tunnels, Bron, France Term Maintenance Costs for Large Underground Works R.M. Faure USA USA Administration, Stockholm, Sweden Administration, Stockholm, Tunnel in Korea S. Kim Co. Ltd, Seoul, South Korea Poster T13/14 - Contract Practices and Commercial Aspects for T12.068 Risk Control MRTA for Blue the Line Bangkok T12.065 T12.065 during Risk-reduction T13.072 Cooperation makes Everyone a Winner - Closer T12.070 Risk Management for T12.066 Case Study on the St T12.069 Simulation of Ground T12.067 Risk Assessment and Mi T13.071 T13.071 and Middle Long Determining for A Approach New T13.073 Planning and Detailed 17:30

22 World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly , 3 Land Land 2 Autoroutes Autoroutes 2 BG Consulting Consulting BG 1 , M. Mannot-Russell , 2 2 CH2M CH2M Singapore Pte 3 , ional Certification and Fire Certification ional tegrated during Early Stages Early Stages tegrated during INEXIA, La Plaine St Denis, St La Plaine INEXIA, Germanischer Lloyd, Germanischer 1 , 2 , Thiboud A. 1 Session 4C , McChesneyS. 1 , A. Fischer, , A. Fischer, Health & Safety Executive, Bootle, UK Health & Safety Executive, Bootle, , , P. Ramond T18 Safety inSafety T18 Tunelling 1 , A. , A. Staehli RAZEL, Orsay, France RAZEL, 1 2 Mott MacDonald Singapore Pte Ltd, Singapore, Pte Singapore, Ltd, MacDonald Singapore Mott A. Haack, ITA Past President France, France, How these Issues can be In can Issues these How Design of M. Schivre Transport Authority, Singapore Authority, Transport 1 (France) with a Safety Gallery and Implementation ofGallery a Safety a with (France) Evacuation Specific Vehicle F. Kritter Procedures Using Doppler Techniques Procedures Doppler Using Lamont D.R. Fighting under Hyperbaric Conditions Conditions under Hyperbaric Fighting K.D. Hagenah Engineers Ltd., Lausanne, Switzerland, Switzerland, Ltd., Lausanne, Engineers Ltd, Singapore Ltd, Construction in Singapore in Construction Pakianathan L.J. Paris-Rhin-Rhône, Lyon, France Paris-Rhin-Rhône, Hamburg, Germany Hamburg, Chaired by: Inc. Construction M.McNally Malott, Room: 223, 224 Room: 223, 08:45 08:45 Guideline Mechanization','Safety and AFTES New A 09:15 09:15 Lemaire Tunnel in Maurice Safety the Improvements 08:30 08:30 of Decompression Tunnel Effectiveness the Monitoring 09:00 09:00 Internat AIR SYSTEMS LOCK 09:30 09:30 in and Tunnelling Underground and Safety Health Oriental Delhi Delhi , 2 1 2 , 2 formerly formerly Parsons 1 , , , N. Dake 3 2 ,Izumi C. 2 Avrasyaconsult, Ground (III) 2 Femern A/S, Femern 1 , , D. de Reijm, M. Groot, 2 , K. Taira Ramboll/Arup/TEC JV, Kajima Corporation, Tokyo, 1 2 2 C. Ingerslev C. , 2 , K. Yamaoka 2 Parsons Brinckerhoff, New York, New Parsons Brinckerhoff, 3 Session 4B 22 R. Miles R. , 1 , Yamazaki H. 1 , W.P.S. Janssen , W.P.S. , S. Lowry 1 1 T02Tunnelling in Soft WEDNESDAY, MAY 19 08:30 – 10:00 Ministry of Land, Infrastructure, Transport and of Infrastructure, Land, Ministry Copenhagen, Copenhagen, Denmark Istanbul, Turkey, Turkey, Istanbul, D. Madsen D. Tourism, Tokyo, Japan, Tourism, Tokyo, Japan, Metro Railway Corporation, New Delhi, India, India, Delhi, New Corporation, Metro Railway Brinckerhoff, Godalming, UK, Brinckerhoff, Japan Copenhagen, Denmark, Copenhagen, Denmark, 1 USA Strukton, Mergor Underwater Construction, Maarssen, Mergor Strukton, Underwater Construction, Maarssen, Netherlands The Research for Tunneling for Research Lykke S. Driving Tunneling Method (Kozukayama Tunnels Tunnels Tunneling on Method (Kozukayama Driving Ring Urban Expressway, Outer an Tokyo Road)the T. Yoshigi Metro Phase-II Metro Phase-II Tyagi J. Consultants Co., Ltd. Tokyo, Tokyo, Japan Ltd. Co., Consultants Tunneling underTunneling Extreme Circumstances OldenzeelM.J. Vlaanderen Chaired by: Chaired Herrenknecht J. Brockway, ITA Past Vice-President Wagner, H. 08:30 08:30 Istanbul, Turkey Update, Bosphorus Crossing 08:45 08:45 and - Innovation Link Fixed Fehmarnbelt The 09:15 09:15 of Application the Box-Culvert Expand Challenge to 09:30 09:30 thefor Method Delhi Breaking Eye of Tunnel Study A 09:00 09:00 Link (Korea) Immersed Fixed - Busan-Geoje Room: 220, 221, 2 , , 4

ProRail, Utrecht, Utrecht, ProRail, , H. , H. Mastbroek 4 3 ,

truction Inc. , J. Jonker 2 ITACUS - ITA Committee on Committee ITACUS - ITA ,

French Tunnelling and Tunnelling French Committe on Underground Space on Underground Space Committe

CFE, CFE, Dordrecht, Netherlands The 2 Centre Applied Research Centre Applied Research Session 4A

, , Mortier H. 1 , A. Balan, , A. Balan, , P. Duffaut,, W. Broere, ITA Vice Animateur Vice WG ITA Urban Broere, W. UndergroundProblems – Solutions Witteveen+Bos Consulting Engineers, Amsterdam, Consulting Amsterdam, Engineers, Witteveen+Bos Movares, Utrecht, The Netherlands Underground” Underground” Liability Liability J.B.M. Admiraal The Netherlands, Netherlands, The Underground Space - Space Underground CARUS, theVlissingen, B.V., Management Enprodes Consultancy Netherlands, Netherlands Rotterdam, Switzerland Lausanne, Underground Space, 1 3 (COMES) of the French Tunneling Tunneling and Underground French the (COMES) of Paris, France Association, Space The Netherlands The the Netherlands Netherlands the Delfgaauw S. Underground Space France Association, Paris, Space Underground Systems Systems Godard J.P. Underground Space Use Project UndergroundUse Space Labbé M.

T10 The Use of Space (I) Underground Chaired by:Chaired McNally L. Cons McNally, 08:00 – 08:00 17:30 Registration 08:30 Lead TUNCONSTRUCT Off “Going – Movie/DVD 08:45 08:45 or Asset theof Space: Underground Planning Use 09:30 09:30 Tunnel Four-track Railway Re-unifies the of in City Delft 09:00 09:00 of a New Era Transit Towards Mass The Paris: Greater 09:15 09:15 for Global a Study Case France, a in Area Orly-Rungis Room: 211, 212, 213, 214 13:00 – 09:00 Assembly Rooms General Part) (West (Second 109 and 110) Foyer) andFloor Area Second Break (Exhibit Coffee 10:00

23 World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly , 3 Land Land 2 Autoroutes Autoroutes 2 BG Consulting Consulting BG 1 , M. Mannot-Russell , 2 2 CH2M CH2M Singapore Pte 3 , ional Certification and Fire Certification ional tegrated during Early Stages Early Stages tegrated during INEXIA, La Plaine St Denis, St La Plaine INEXIA, Germanischer Lloyd, Germanischer 1 , 2 , Thiboud A. 1 Session 4C , McChesneyS. 1 , A. Fischer, , A. Fischer, Health & Safety Executive, Bootle, UK Health & Safety Executive, Bootle, , , P. Ramond T18 Safety inSafety T18 Tunelling 1 , A. , A. Staehli RAZEL, Orsay, France RAZEL, 1 2 Mott MacDonald Singapore Pte Ltd, Singapore, Pte Singapore, Ltd, MacDonald Singapore Mott A. Haack, ITA Past President France, France, How these Issues can be In can Issues these How Design of M. Schivre Transport Authority, Singapore Authority, Transport 1 (France) with a Safety Gallery and Implementation ofGallery a Safety a with (France) Evacuation Specific Vehicle F. Kritter Procedures Using Doppler Techniques Procedures Doppler Using Lamont D.R. Fighting under Hyperbaric Conditions Conditions under Hyperbaric Fighting K.D. Hagenah Engineers Ltd., Lausanne, Switzerland, Switzerland, Ltd., Lausanne, Engineers Ltd, Singapore Ltd, Construction in Singapore in Construction Pakianathan L.J. Paris-Rhin-Rhône, Lyon, France Paris-Rhin-Rhône, Hamburg, Germany Hamburg, Chaired by: Inc. Construction M.McNally Malott, Room: 223, 224 Room: 223, 08:45 08:45 Guideline Mechanization','Safety and AFTES New A 09:15 09:15 Lemaire Tunnel in Maurice Safety the Improvements 08:30 08:30 of Decompression Tunnel Effectiveness the Monitoring 09:00 09:00 Internat AIR SYSTEMS LOCK 09:30 09:30 in and Tunnelling Underground and Safety Health Oriental Delhi Delhi , 2 1 2 , 2 formerly formerly Parsons 1 , , , N. Dake 3 2 ,Izumi C. 2 Avrasyaconsult, Ground (III) 2 Femern A/S, Femern 1 , , D. de Reijm, M. Groot, 2 , K. Taira Ramboll/Arup/TEC JV, Kajima Corporation, Tokyo, 1 2 2 C. Ingerslev C. , 2 , K. Yamaoka 2 Parsons Brinckerhoff, New York, New Parsons Brinckerhoff, 3 Session 4B 22 R. Miles R. , 1 , Yamazaki H. 1 , W.P.S. Janssen , W.P.S. , S. Lowry 1 1 T02Tunnelling in Soft WEDNESDAY, MAY 19 08:30 – 10:00 Ministry of Land, Infrastructure, Transport and of Infrastructure, Land, Ministry Copenhagen, Copenhagen, Denmark Istanbul, Turkey, Turkey, Istanbul, D. Madsen D. Tourism, Tokyo, Japan, Tourism, Tokyo, Japan, Metro Railway Corporation, New Delhi, India, India, Delhi, New Corporation, Metro Railway Brinckerhoff, Godalming, UK, Brinckerhoff, Japan Copenhagen, Denmark, Copenhagen, Denmark, 1 USA Strukton, Mergor Underwater Construction, Maarssen, Mergor Strukton, Underwater Construction, Maarssen, Netherlands The Research for Tunneling for Research Lykke S. Driving Tunneling Method (Kozukayama Tunnels Tunnels Tunneling on Method (Kozukayama Driving Ring Urban Expressway, Outer an Tokyo Road)the T. Yoshigi Metro Phase-II Metro Phase-II Tyagi J. Consultants Co., Ltd. Tokyo, Tokyo, Japan Ltd. Co., Consultants Tunneling underTunneling Extreme Circumstances OldenzeelM.J. Vlaanderen Chaired by: Chaired Herrenknecht J. Brockway, ITA Past Vice-President Wagner, H. 08:30 08:30 Istanbul, Turkey Update, Bosphorus Crossing 08:45 08:45 and - Innovation Link Fixed Fehmarnbelt The 09:15 09:15 of Application the Box-Culvert Expand Challenge to 09:30 09:30 thefor Method Delhi Breaking Eye of Tunnel Study A 09:00 09:00 Link (Korea) Immersed Fixed - Busan-Geoje Room: 220, 221, 2 , , 4

ProRail, Utrecht, Utrecht, ProRail, , H. , H. Mastbroek 4 3 ,

truction Inc. , J. Jonker 2 ITACUS - ITA Committee on Committee ITACUS - ITA ,

French Tunnelling and Tunnelling French Committe on Underground Space on Underground Space Committe

CFE, CFE, Dordrecht, Netherlands The 2 Centre Applied Research Centre Applied Research Session 4A

23 World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly , , , 1 , , 4,5 Dragados- 1 , Germanischer 2 3 , , S. Kajita 2 , SanzA. VDMA, Frankfurt,VDMA, 3 4 , , R. Kampmeier itive Structures (I) DRAGADOS, Madrid, Spain 3,5 2 Wayss & Freytag Ingenieurbau Ingenieurbau & Wayss Freytag Wayss Wayss Freytag Ingenieurbau & Japan Railway Construction,Japan , M. Ruiz 2 Delhi Metro Rail Corporation Corporation Metro Rail Delhi 1 , H. Maruyama , H. 2 2 2 , 2 Health Bootle, Safety UK Executive, Health & Session Session 5C 1 , , K. Iijima 1,5 , , Hagenah K.D. 1 CEN/TC151/WG4 , K. Rieker 5 2,5 , Singh, O.P. 1 , , , Fernandez E. 1 Gorg J.V.General Manager, Barcelona, Manager,Spain Barcelona, J.V.General Gorg and Technology Transport Railway Construction, Japan HerrenknechtGermany AG, Schwanau, Lloyd AG, Hamburg, Germany Hamburg, Lloyd AG, Germany D.R. Lamont D.R. Agency, Uozu, Japan, Agency, W. W. Burger Projects in Urban Areas: Barcelona 9 Line in Projects Urban Areas: Barcelona J. Roig Limited (DMRC), New Delhi, India New (DMRC), Limited Delhi, Rail ProjectRail Mignon J. 3 1 2 AG, , Frankfurt am Main,, FrankfurtAG, Germany am Small Earth Covering just under a Series of River, of under House Covering River, just Earth Small Series a Shinkansen Hokuriku and Tunnel, Road - Uozu 2nd Nakajima K. Transport and Technology Agency, Toyama, Japan and Technology Agency, Toyama, Transport AG, Antwerp, Belgium, AG, Canada, Toronto, Canada, Canada, Underground Metro Station- The Deepest Underground in The Downtown- Deepest Station- Metro Delhi for Line Express Metro New Airport Garg P.K. T07 TunnellingT07 under Sens Chaired by: D. Brophy, AECON Brophy, AECON D. Chaired by: Animateur WG Research ITA C.S. Vice Yoo, Room: 223, 224 Room: 223, 11:30 11:30 for of Revision Standards Machinery Tunnelling the CEN 10:45 10:45 Subway Tunnel Concept on Deep In-Tunnel Station 10:30 10:30 Diabolo - Airport under International Tunneling Brussels 11:00 11:00 Riverthe with Terrace through by NATM Tunneling 11:15 11:15 Passages Cross and Below Existing Tunnelling , , 4

1 , , 3 Egis 1 , 2 Hatch Mott Hatch Mott , 7 , P. Procter 2 , , G. Piaggio 5 1 , J. Blondell Hatch, 3 2 Amberg Amberg Engineering , M. Mercier 1 , J. Stabler, J. , D., Powell 1 6 , H. Pearce BG ingénieurs-conseils, BG 2 Hatch Mott MacDonald, MacDonald, Hatch Mott 2 , J. Pereira 4 3 Tunnelling (II) , Codelco, Codelco, Vice President 3 , H. , H. Tournery Mott Croydon, MacDonald, UK 2 5 , R. Essex 5 Session Session 5B , N. Boultbee 22 Golder Associates, Brisbane, Australia, GolderAustralia, Brisbane, Associates, 1 1 , Hatch, Santiago, Chile, Santiago, Hatch, 3 1 , A. Cabanas The Robbins Company, Solon, USA Solon, Company, The Robbins , M. Rehbock-Sander, , M. Rehbock-Sander, 3 , Golder Australia Associates, Golder Sydney, , , Charalambu H. 7 3 1 , E. E. Garin , , 1 , R. , R. Diez 4 M. Animateur Long WG Vice Shimokawachi, ITA at Great Depth Tunnels T03 T03 Hard Rock WEDNESDAY, MAY 19 10:30 – 12:00 Hatch Mott MacDonald, Hatch Mott MacDonald, Rockville, USA Hornibrook Leighton Contractors Baulderstone and Difficult Ground Conditions and Solutions Conditions Solutions Ground and Difficult Wenner D. Ltd., Regensdorf, Switzerland Switzerland Regensdorf, Ltd., S. Warren S. Tunnels at at TenienteEl Chile Tunnels Chamy L. Lausanne, Lausanne, Switzerland J. Revuelta MacDonald, Los Angeles, Los USA MacDonald, Tunnels, Annecy, France, France, Annecy, Tunnels, D. BroxD. L. McQueen L. Bilfinger Berger Joint Venture (LBB JV), Brisbane, Brisbane, Bilfinger (LBB Berger Venture JV), Joint Australia Gallery Experience : Gallery Feedback SaïttaA. 6 2 Pradesh, IndiaPradesh, Harding D. Canada and USA, Canada Mississauga, Canada,Mississauga, Projects, Santiago, Chile Santiago, Projects, Rock Support for the North SouthTunnel North for the Bypass Support Rock Funkhouser M. Chaired by: L. Home, The Robbins Company Company Robbins L. The Home, by: Chaired 1:30 for AlborzIran:Tunnelling TBM Service Tunnel, Room: 220, 221, 2 10:30 10:30 for New and Mine Level Design Access the Planning 10:45 10:45 Safety Tunnel’s Lemaire Maurice for TBM Tunnelling 11:15 11:15 in forAndhra Boring Irrigation Tunnel Machines used 11:00 11:00 Tunnellingof and Temporary Aspects Construction 1 , 2 Kenaidan Kenaidan Columbia Columbia 2 ,

, Erbilgin S. 2

Geoscience & & Mineral Geoscience

ly ly Associates International tment Facility in tment Downtown Facility in , G. Macaro

1 Swedish Road Administration, Swedish

ssissauga, Canada ssissauga, Space (II) Session 5A Empresas Públicas de Medellin E.S.P., Públicas E.S.P., Empresas de Medellin , , Zlatanic S. , G. Fortuna, Fortuna, , G. J. Fogarasi,I. Pigott, Korea Institute of of Korea Institute 1 , , , Andersson,R. T10 The Use of Underground R. Sterling, ITA Vice-Chairman ITA Committee on Vice-Chairman ITA ITA Sterling, R. Underground Space Parsons Brinckerhoff, New York, New USA Brinckerhoff, Parsons N. Munfah N. H.S. Shin H.S. Aspects of Three Underground Three for of Aspects Caverns in Colombia,Hydroelectric Projects South America J.C. Gutierrez Medellin, Colombia Medellin, Stockholm, Sweden Stockholm, Lilja L. Toronto Heritage Environment Heritage Toronto Kirkland D. Stockholm, Sweden Stockholm, 1 Contracting Contracting Mi Ltd, University, University, USA York, New Resources, Daejeon, Korea Daejeon, Resources, 11:00 Underground Water Trea Room: 211, 212, 213, 214 11:30 11:30 of Unconventional Uses Space Underground 12:00 12:00 (West D) and C Ballroom Lunch 10:45 10:45 Korea in ofSpace Underground Use 11:15 11:15 of and Description Construction Design Technical

Chaired by: J. Reilly, John Reil 10:30 10:30 of The Use Infrastructure through in Tunneling Time over

24 World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly c , SISO SISO 3 ,

Tongji Tongji 1 Past , 2 1 , John Reilly John Reilly 2 1 , WSDOT, WSDOT, SR99 5,6 5 Parsons Water Parsons Water , Y. Tan 1 3 Vegas Tunnel Tunnel Vegas , 3 Past - President Past 3 6 , Southern Nevada Southern Nevada University of of University Alberta, , 2 1 , , 2 Shanghai Construction Shanghai 2 , Warhoe S. 4 , J.S. Hu , J.S. 2 tions for Tunnelling - Valuable Valuable - for Tunnelling tions Risk & to Budget Risk Meet Aspects , J. ,Grayson J. , M. Neuenschwander 2 , J. Li 2 Swedish Nuclear Fuel Swedish Nuclear Waste and 1 2 Session 6C Lombardi Ltd.,Switzerland Lombardi Minusio, Previously, Animateur Working Groups ITA Previously, Animateur AlpTransit Gotthard AG, Lucerne, Gotthard AlpTransit , D.A. Sangrey 2 3 Golder Associates, Toronto, Toronto, Canada Associates, Golder 1 , , Christiansson R. Consultant, Portland, USA, USA, Portland, Consultant, , , 1 , 4 Arup, New York, USA York, New Arup, 3 , P. Beeler , W. Shao , W. , , , E. Moonin , 1 1,2,3 1 1 Animateur WG Contractual Vice ITA Pra M. Smith, Shanghai Urban Construction Group Co., Ltd, Co., Urban Shanghai Construction Group for Improvingfor but Insight,ProblematicContractual for Finalor SupportDesign Definition T.G. Carter D. Caiden D. Management Strategy to Create a Win-Win Situation for Situation Win-Win a to ManagementCreate Strategy and the Insurer, Owner the Contractor, the on the “Lake Nevada” Vegas, Las Intake No.3Mead (LMIN3), M. Feroz 13 and 20 and 13 Schedule” Schedule” J.J. Reilly Shanghai, China Shanghai, Water Authority, Las Vegas, Las USA Authority, Water University, Shanghai, China, China, University, Shanghai, Deep BoreDeep USA Tunnel, Seattle, Ltd, Ltd, Switzerland Minusio, Edmonton, Alberta, Edmonton, Alberta, Engineering Administration Co., Ltd. Shanghai, China Ltd. Shanghai, Co., Engineering Administration Excavations Using Information from Surface Based Drill Information from Surface Based Using Excavations Holes C.D. Martin Associates International, Framingham,Associates USA, 3 Switzerland, Management Co., Stockholm, Sweden Management Stockholm, Co., Infrastructure, Las Vegas, USA Decision Making on Time-relevant Measures at the at on Making Time-relevantDecision Measures Base TunnelGotthard Ehrbar H. the Soil at Taxiway Depth Shallow below Soil Airport the S.M. Liao Constructors JV, (VTC), Las (VTC), Vegas, JV, USA Constructors AACE International AACE M. Bianchi President American Construction President Underground Association T12/14 Risk Assessments and Commercial 13:30 13:30 of Classifica Applicability 14:30 14:30 to Half-priceBuild aLess How for or Metro 14:00 14:00 Southern Water AuthorityNevada (SNWA) Risk 13:45 13:45 “Management & Cost of Chaired by: Chaired by: Parsons Brinkerhoff Martin, B. 13:15 13:15 Underground Deep for Risks Design the Evaluating Room: 223, 224 Room: 223, 224 13:00 13:00 for Mega-Projects Methodology A - for Decisions Tough 14:15 14:15 Strategy Control Risk Slurry Shield forCrossing Large , SELI S.p.A., Queen's Queen's , University of 1 Nippon Koei Koei Nippon 1 Jacobs Jacobs , 2 , 1 3 2 , 3 D2 Consult, Prague Prague D2 Consult, École Polytechnique Polytechnique École 1 2 , , 2 Defence Science Science and Defence Golder Associates, Golder 1 2 Metropolitan Water Metropolitan 2 , 2 , Yang P. , D. Martin 2 , S. Klein 2 2 Czech Technical Technical Czech University, University University of Alberta, 2 3

, J. Nosek 1 , J. Zhao 1 der High Stress Conditions , T. Carter Session 6B 1 , J. Shamma , H. Nishimiya 1 1 The Robbins Company, Kent, USA Company, Robbins The USA Kent, , , Y. Zhou 1 , P. Svoboda , P. 1 J. Baber, ITA Vice Animateur WG Immersed and Animateur WG Immersed Vice ITA Baber, J. Tunnels Floating Jacobs Associates, San Francisco, USA Francisco, San Associates, Jacobs in Difficult Ground Conditions Difficult in B. Khalighi Associates, Pasadena, USA, s.r.o., Republic, Czech Water Head; How Much Can We Ask of TBM Head;Water TBM of Ask We How Can Much Technology? Waggoner J. Fédérale de Fédérale Lausanne, Lausanne, Switzerland Rome Rome Italy Prague, Czech Republic Republic Prague, Czech Tunneling under High Stress Conditions Conditions Tunneling Stress High under A. De Biase,Grandori R. F. Bartimoccia, 3 University, Kingston, Canada, University, M.S. Diederichs Technology Agency, Singapore Agency, Technology M. Srb Experience S. Sekar Geotechnical Challenges of the Proposed Bunji Bunji Challenges Proposed of the Geotechnical the Pakistan: Crossing Tunnel, Headrace Hydropower HighStress In-situ under Thrust Mantle Main Conditions Eberhardt E. District of Southern District Southern of California, USA Los Angeles, Co., Ltd., Tokyo, Japan Tokyo, Co., Ltd., Mississauga, Canada, Mississauga, British Columbia, British Vancouver, Canada, Edmonton, CanadaEdmonton, WEDNESDAY, MAY 19 13:00 – 15:00

T05 Tunnelling un 14:00 14:00 TBMs Large Diameter Equipment for Support Ground 14:15 14:15 and High Tunnels Conditions in Deep Poor Rock 13:30 13:30 GibeProject Tunnel Headrace II - Gilgel Hydroelectric 13:00 13:00 in Practical Prediction Rock TunnelsSpall 13:45 13:45 Tunnels under Modern Himalayas Transport Indian 14:30 14:30 Singapore A - Norwegian ofTunnelling Method 13:15 Room: 220, 221, 222 Chaired by: Chaired Hydro-Québec Rancourt, A. , 4

Obayashi Obayashi 2 AECOM The Tokyo 1 , , M.B. , M.B. Gilbert Penn State Penn 2 CDM, Cambridge, Cambridge, CDM, 3 3 4

, ,

Mosmetrostroy, Moscow, 1 NFM Technologies, Lyon, Lyon, Technologies, NFM , IzawaM. Technical University of ,

2 2 2 , Rostami J. 2

Session 6A Tunnelling (II) Tunnelling , , I. Sass 1 Roma Metropolitane Srl, Rome, Italy Rome, Srl, Roma Metropolitane , Ghassemi,M. Kanchan, M. , Bournes C. , Bochum, Ruhr-University Budach, C. , G. Fontanille,, 1 Foyer) Canada Inc., Toronto, LOVAT , T. Nakamura , P. Lattanzi, G. Pacifici, Lattanzi, G. G. , Pacifici, Simonacci, P. 2 1

L. Babendererde, ITA Animateur WG Mechanized Mechanized WG Animateur L. Babendererde, ITA Tunnelling

CDM, Bellevue, CDM,USA, Bellevue, University, University, University Park, USA Metropolitan Government, Japan, Government, Metropolitan Tokyo, Corporation, Tokyo, Japan Corporation, Tokyo, Toronto Toronto D.A. Zoldy 'State-of-art' about Underground Metro Metro Underground Lines under about 'State-of-art' Rome.in Design Approach Construction and Operative Choices SciottiA. Design of TBMsof Design T. Camus A. Zechini, Zechini, A. Canada, Toronto, Canada Canada, Tunnel Construction, Moscow, Russia Tunnel G. Shtern 1 U.G. Gwildis U.G. Implementation in the Worldthe in Implementation Fujiki H. USA Russia, Darmstadt, Darmstadt, Germany Darmstadt, France grained Soils with EPB-shields M. Thewes Institute for Tunnelling,Institute Technology Pipeline and Management, Bochum, Germany Construction T06 New Advances and Innovation T06 New Advances Mechanized in 14:30 14:30 Conditioning Parameters Soil for with Foam in Coarse- 13:15 13:15 in Projects EPB LearnedTunnel from Recent Lessons 13:45 13:45 Tunneling Urban Environment:The in Mechanized

13:00 13:00 of Trends Future Impact on Tunneland the their Projects Chaired by:Chaired LOVAT M.Inc. Giorelli, 13:30 13:30 of Design Boring Tunnel Machines for Access Escalator –14:00 17:00 General Assembly (West ITACUS 112)Room 15:00 – 17:00 15:30 and SecondArea Floor Coffee (Exhibit Break (West Council Room 121) Executive ITA Room: 211, 212, 213, 214 14:15 14:15 Tunneling TBM Abrasion on Effects Soil 14:00 14:00 Method The URUP - Rapid under Pass) First (Ultra

25 World Tunnel Congress World Tunnel Congress and 36th General Assembly and 36th General Assembly , , 1 , 4 , C. , C. López , J. Higgs 1 3 , J., Aranda , B. Lecinq , B. 1 2 cal Structures in Canyon Myra Structures cal Sunrise Dam Mine, Sunrise Dam Perth, 2 Rocksoil SpA, Milan, Italy Rocksoil , ement Trough ement the by Trough Induced , Session 7C Instrumentation and Monitoring Generalitat de Catalunya, Barcelona, Barcelona, de Catalunya, Generalitat University of British Columbia - Columbia British of University 2 GEOHART Consultants Pty Consultants Ltd, GEOHART , University of Western Western of , B.M. Lehane, University , Nienaber L. , J. Cornelles 1 Euro Geotecnica,Euro S.A., del Cugat Sant 1 1 1 Associated Geosciences Associated Geosciences Ltd, Calgary, , Austress Freysinett, Sydney,Austress Freysinett, Australia 4 , , 3 2 , Animateur Leca, ITA WG Research E. Integrity Testing, Victoria, Australia Integrity Victoria, Testing, at the Sunrise the at Sunrise Dam Westernin Mine Australia W. Hartman Vancouver, Canada and DMT GmbH&Co.KG, Canada Essen, Vancouver, Germany Tunnels Mapped Resolution fromDigital Tunnels High Rock ModelsSurface Tannant D.D. Europe Althaus P. Australia, Perth, Australia Spain Okanagan, Kelowna, Canada Okanagan, J. Jubany J. 4 Melbourne, Australia Conditions Conditions Mathew G.V. Excavation of a Deep Subway Tunnel Tunnel Below Densely a Subway of Deep a Excavation in(Spain) Barcelona Area Populated Alcoverro J. Vallès, Spain, Preparation ofPreparation Guidelines G. Lunardi, Gatti M. Australia D. Tongue D. T08 GeotechnicalT08 Chaired by: by: Chaired Albertaof University Martin, D. 16:45 16:45 Integrity Testing Destructive Non of Reinforcement Rock 15:45 15:45 and Geologi Profiles Roof 16:30 16:30 Monitoring in Tunnelling Vibration fromExamples - Two 16:00 16:00 in Mixed Soil Tunnels Bored Settlement Two to due 16:15 16:15 Analysis theof Settl Room: 223, 224 Room: 223, 224 15:30 15:30 thefor SystemMonitoring Contribution Tunnel A - , 3 , S. Sakurai 2 , 1 Golder Golder 1 , Construction Construction 2 3 , S.E.L.I. Spa, Rome, Rome, S.E.L.I. Spa, 1 , , Harada H. 2 , 1 Shanghai Tunnel Engineering Engineering Tunnel Shanghai Swedish Road Administration, Swedish Administration, Road ng Construction of the Norra Norra of the ng Construction 2 , Xiao X.C. , , R. Ginanneschi ring in Dubai, ring UAE 2 2 , H. Taki , 1 Session 7B , A. Ciamei, A. Structures (II) 1 , Nakayama, J. T. Saiga, Yamashita, K. , Y. Zhen 1 , B. Terstad, , A. Sciotti 1 , I. Otsuka 1 NEURON NEURON Zagreb d.o.o. Croatia Zagreb, , C. Ingerslev, ITA Animateur WG Immersed and WGIngerslev, ITA Animateur Immersed C. Tunnels Floating T07 Tunnelling under Sensitive ItalyRoma Metropolitane Srl, Rome, Italy Metropolitane ItalyRoma Srl, Rome, Länken Road Road in TunnelStockholm System Länken Dalmalm T. Stockholm, Sweden Sweden Stockholm, Avoid Interferences with Rome Ancient Buildings Ancient Rome with Interferences Avoid M.Monina Mixed Face Singaporein Conditions Mixed J.N. Shirlaw M. D'Ambrosio 2 with Real Time Monito with Real Time J. Yamashita Company, Singapore Company, Singapore Obayashi Corporation, Tokyo, Japan Japan Corporation, Tokyo, Obayashi Associates, Singapore, Associates, Singapore, WEDNESDAY, MAY 19 15:30 – 17:00 Taisei Corporation, Tokyo, Tokyo, Corporation, Taisei Japan Taisei Corporation Marmaray Project, Istanbul, Turkey, Project, Istanbul, Corporation Marmaray Taisei Engineering Research Institute Foundation, Kobe, Engineering Japan Institute Research 2 1 Unsound Buildings in Urban Area, Buildings Populated in Unsound Densely Istanbul Turkey M.Iwano Light Project Zagreb Rail Kolic D. 15:45 15:45 duri Passages Sensitive 15:30 15:30 to Cover and OperationPressure High under EPB 16:00 16:00 ShieldDewatered, Slurry Partially Tunnelling through 16:30 16:30 Beneath Station Railways Undergound Construction of 16:15 16:15 of Foundation Advance Building EPB TBM Pile under Room: 220, 221, 222 16:45 Chaired Chaired by: Edmontonof City Policicchio, F. , , 3 2 King King 3 Hatch Mott Hatch Mott Wacker Wacker , 2 Geocontrol S.A., Geocontrol 2 , A. Spiegl 2

, Jongpradist P. 2 , B. Celada

ILF Consulting ILFEngineers, Consulting 1 2 , M. John 2

University of Brescia, Brescia, University Linings King Mongkut’s Institute of King Mongkut’s Session 7A 3 , P. Lueprasert , P. 1 ADIF, Madrid, Spain,ADIF, 1 , J. Rodríguez

1 , D.J. Penrice, B.F. Townsend, , , Th.Marcher 2 1 , G. Tiberti,

, C. Köster, F. Gregory, , J. Gregory, Bezler, C. Köster, F. T. Celestino, ITA Animateur WG Sprayed WG Sprayed Animateur Celestino, ITA T. Use Concrete Ladkrabang Underground and Tunneling LadkrabangInnovation Underground and Tunneling Extension Project Extension Murphy M.M. Overburden and under the Water Table underWater Table and the Overburden Fernández A. Experiences with Polymer-modified Sprayed Polymer-modified Concrete Experiences with Tunnel in Constructions Bonin K. Mongkut’s of Thonburi,University Bangkok,Mongkut’s Technology Thailand MacDonald, San Francisco, Francisco, USA San MacDonald, 1,2 Bangkok SubsoilBangkok Suwansawat S. Chemie AG, München, Germany AG, Chemie Center (LUTIC), Technology Ladkrabang, Bangkok, Technology Thailand, Madrid, Spain Madrid, J. Cuadrado J. CALTRANS, Pacifica,USA, Pacifica,USA, CALTRANS, Fiber Reinforced Concrete Tunnel for Linings G.A. Plizzari The Observational Method during Construction of the of Method Observational The Construction during California Devil's Slide Tunnel, I.E. Ramirez USA 1 Italy T17 Excavation Sequentialand Sprayed Concrete 16:45 16:15 16:15 Downtown Center Caltrain Rail Transit Transbay 16:30 16:30 The for AppropriateKey an NATM Verification Process: 16:00 16:00 Low with Tunnel Section Cross a Construction Large of 17:00 Ballroom A) Closing (West Congress 19:00 D)and C Ballrooms (West Banquet

Chaired by: Chaired Metro F. Huber, Vancouver 15:30 15:30 - Application in Building Materials Innovation Room: 211, 212, 213, 214 15:45 15:45 Tunnel NATM in for Excavation Analysis Scenario