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      Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art
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      Book

      Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art

      DOI link for Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art

      Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art book

      Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art

      DOI link for Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art

      Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art book

      Edited ByDaniele Peila, Giulia Viggiani, Tarcisio Celestino
      Edition 1st Edition
      First Published 2019
      eBook Published 26 April 2019
      Pub. Location London
      Imprint CRC Press
      DOI https://doi.org/10.1201/9780429424441
      Pages 436
      eBook ISBN 9780429424441
      Subjects Engineering & Technology
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      Get Citation

      Peila, D., Viggiani, G., & Celestino, T. (Eds.). (2019). Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art (1st ed.). CRC Press. https://doi.org/10.1201/9780429424441

      ABSTRACT

      Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art contains the contributions presented at the World Tunnel Congress 2019 (Naples, Italy, 3-9 May 2019). The use of underground space is continuing to grow, due to global urbanization, public demand for efficient transportation, and energy saving, production and distribution. The growing need for space at ground level, along with its continuous value increase and the challenges of energy saving and achieving sustainable development objectives, demand greater and better use of the underground space to ensure that it supports sustainable, resilient and more liveable cities. This vision was the source of inspiration for the design of the logos of both the International (ITA) and Italian (SIG) Tunnelling Association. By placing key infrastructures underground – the black circle in the logos – it will be possible to preserve and enhance the quality of the space at ground level – the green line. In order to consider and value underground space usage together with human and social needs, engineers, architects, and artists will have to learn to collaborate and develop an interdisciplinary design approach that addresses functionality, safety, aesthetics and quality of life, and adaptability to future and varied functions.

      The 700 contributions cover a wide range of topics, from more traditional subjects connected to technical challenges of design and construction of underground works, with emphasis on innovation in tunneling engineering, to less conventional and archetypically Italian themes such as archaeology, architecture, and art. The book has the following main themes: Archaeology, Architecture and Art in underground construction; Environment sustainability in underground construction; Geological and geotechnical knowledge and requirements for project implementation; Ground improvement in underground constructions; Innovation in underground engineering, materials and equipment; Long and deep tunnels; Public communication and awareness; Risk management, contracts and financial aspects; Safety in underground construction; Strategic use of underground space for resilient cities; Urban tunnels.

      Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art is a valuable reference text for tunneling specialists, owners, engineers, architects and others involved in underground planning, design and building around the world, and for academics who are interested in underground constructions and geotechnics.

      TABLE OF CONTENTS

      part |2 pages

      Archeology, Architecture and Art in underground construction

      chapter |9 pages

      Reflecting the art, culture and history into the interior design of underground metro stations, case study: Dnipro metro extension line

      ByB. Avanoğlu-Çetin, Ö. Öztürk

      chapter |10 pages

      The Art Stations

      ByF. Brenci

      chapter |10 pages

      The outlets of the Albano and Fucine Lakes and their influence from Roman times up to the birth of modern tunnel engineering

      ByC. Callari

      chapter |10 pages

      Urban tunnelling under archaeological findings in Naples (Italy) with ground freezing and grouting techniques

      ByF. Cavuoto, V. Manassero, G. Russo, A. Corbo

      chapter |10 pages

      Integration of archaeology in architectural design of Milan Metro connection M2–M4 in St. Ambrogio Station

      ByM.N. Colombo, A. Bortolussi, E. Noce

      chapter |10 pages

      Tunnel warfare in World War I: The underground battlefield tunnels of Vimy Ridge, France

      ByM. Diederichs, D.J. Hutchinson

      chapter |10 pages

      Archaeology in underground construction: The experience acquired during construction of Italian high-speed railway lines

      ByF. Frandi

      chapter |8 pages

      The architecture of underground dwellings in Iran

      ByS. Hashemi

      chapter |10 pages

      Spiritual life and life after death in the undergrounds of ancient Iran

      ByS. Hashemi

      chapter |8 pages

      The Albinian way of design at the Milan Metro

      ByY. Kutkan-Öztürk

      chapter |10 pages

      Mobilizing cultural resources: The functional role of heritage in metro projects

      ByM. Laudato

      chapter |10 pages

      The archeological evidences of the De Amicis Station in the Milan Metro line 4, Italy

      ByG. Lunardi, G. Cassani, M. Gatti, S. Gazzola

      chapter |9 pages

      Archaeology and tunnelling interaction in the railway project of Catania underpass in Sicily, Italy

      ByE. Manfredi, F. Iannotta, F. Romano, S. Vanfiori

      chapter |10 pages

      A workflow process for tunnels maintenance. The case of the Construction Method developed for Rhaetian Railways (UNESCO World Heritage Site)

      ByF. Modetta, A. Arigoni, S. Saviani, K. Grossauer, M. Hohermuth

      chapter |10 pages

      The First World War military tunnels of the Italian-Austrian front

      ByS. Pedemonte, E.M. Pizzarotti

      chapter |10 pages

      Metro Thessaloniki – intersecting microtunnels to support archeological findings at Sintrivani station

      ByD. Rizos, G. Vassilakopoulou, P. Foufas, G. Anagnostou

      chapter |10 pages

      Rome and its stratification

      ByG. Romagnoli

      chapter |11 pages

      Line C in Rome: San Giovanni, the first archaeological station

      ByE. Romani, M. D’Angelo, V. Foti

      chapter |10 pages

      The archaeological findings are changing Amba-Aradam station design in Rome Metro Line C

      ByE. Romani, M. D’Angelo, R. Sorge

      chapter |11 pages

      Underground car park in the ancient “Morelli” cavern in Naples

      ByF. Rossano, A. Bellone, M.A. Piangatelli

      chapter |10 pages

      Moncenisio, from Myth to history TELT – Tunnel Euralpin Lyon Turin and the collection of historic engravings on the Frejus tunnel

      ByM. Virano, G. Dati, M. Ricci, G. Avataneo

      chapter |10 pages

      Interdisciplinary research in geotechnical engineering and geoarchaeology – a London case study

      ByF.K. Vonstad, P. Ferreira, D. Sully

      part |2 pages

      Environment sustainability in underground construction

      chapter |10 pages

      Environmental sustainability in the construction of the Isarco river underpass for the Brenner Base Tunnel

      ByU.B. Bacchiega, S.T. Torresani, R.Z. Zurlo

      chapter |10 pages

      Feasibility study for the thermal activation of Turin Metro Line 2

      ByM. Barla, M. Baralis, A. Insana, F. Zacco, S. Aiassa, F. Antolini, F. Azzarone, P. Marchetti

      chapter |10 pages

      Testing of an Enertun segment prototype in Turin metro line 1

      ByM. Barla, A. Insana, F. Zacco

      chapter |9 pages

      Online identification of the excavation materials on the Saint Martin La Porte site

      ByA. Barrel, C. Salot

      chapter |7 pages

      Construction of portals in difficult conditions in the Andes, Peru

      ByM. Boisán, M. de Cabo, C. Quiroga

      chapter |10 pages

      Tunnel design approach during Saudi Landbridge Railway Project

      ByF. Caranti, M.E. D’Effremo, L. Utzeri, F. Sacchi, S. Ciufegni, E. Bianchini

      chapter |7 pages

      Introduction of biopolymer-based materials for ground hydraulic conductivity control

      ByI. Chang, A.T.P. Tran, G.-C. Cho

      chapter |10 pages

      Management and use of materials excavated during underground works

      ByL. D’Aloia Schwartzentruber, F. Robert

      chapter |10 pages

      Tunneling projects: A focus on renaturalization

      ByG. Dajelli

      chapter |7 pages

      Management of the muck produced by EPB TBM tunnel excavation: Environmental aspects and consistency control for efficient handling

      ByE. Dal Negro, A. Boscaro, A. Picchio, E. Barbero

      chapter |10 pages

      Tunnel entrances integrated into a landscape: The example of the Gronda motorway bypass

      ByE. Francesconi, R. Degni

      chapter |11 pages

      Transporting asbestos: Disposing of excavation waste in an urban context

      ByS. Frisiani, L. Messina, M. Mazzola

      chapter |10 pages

      Passing through the valleys at Voltri: The technical challenges posed by asbestos and by the safeguard of the local territory

      ByS. Frisiani, M. Pastorino

      chapter |8 pages

      Tunnel excavation material – waste or valuable mineral resource? – European research results on resource efficient tunnelling

      ByR. Galler

      chapter |10 pages

      City Rail Link, New Zealand – reduction of land acquisition time and risk on the City Rail Link Project

      ByR. Galli, T. Ireland, C. Howard

      chapter |7 pages

      Site-specific protocols for evaluating environmental compatibility of spoil materials produced by EPB-TBMs

      ByP. Grenni, A. Barra Caracciolo, L. Patrolecco

      chapter |9 pages

      Monitoring of surface water resources and buildings due to tunneling, Uma Oya Project, Sri Lanka

      ByA.H. Hosseini, A. Rahbar Farshbar, R.M.P.G.L.S. Gunapala

      chapter |10 pages

      Hydrogeological investigation and environmental impact assessment during a large water inflow tunnel construction in Taiwan

      ByF.Y. Hsiao, H.C. Kao, H.J. Shau

      chapter |10 pages

      Use and management of sulphated excavation material from the Montcenis Base Tunnel

      ByE. Hugot, J. Burdin, L. Brino, P. Schriqui, M.E. Parisi

      chapter |9 pages

      Blasting method to reduce the adverse effect on the living environment around tunnel portals using electronic detonators

      ByY. Kitamura, Y. Tezuka, K. Fuchisaki, Y. Maeda

      chapter |10 pages

      Environmental reclamation for the Gotthard Base Tunnel effects of spoil management on landscape

      ByP. Lanfranchi, E. Catelli, T. Bühler

      chapter |9 pages

      Habitats and protected species compensations for Alpine underground works: A pilot experience between France and Italy

      ByE. Luchetti, S. Viat, H. Besançon, P. Grieco, S. Bellingeri

      chapter |11 pages

      Water monitoring for Alpine underground works: Differences and similarities between France and Italy

      ByE. Luchetti, S. Viat, H. Besançon, P. Grieco, S. Bellingeri

      chapter |10 pages

      The role of Cairo metro in saving the social costs of air pollution

      ByM.A. Madany

      chapter |10 pages

      Compliant reuse of Terzo Valico excavation material: Design and operations

      ByN. Meistro, G. Parisi, A. Scuderi, S. Pistorio, S. Genito

      chapter |9 pages

      Management of tunneling machines excavation material

      ByN. Meistro, G. Parisi, C. Zippo, L. Captini

      chapter |12 pages

      Stockholm bypass: Environmental sustainability in the excavation of the Lovön rock tunnels

      ByG.L. Menchini, S. Piscitelli

      chapter |11 pages

      Utilization of microtunnelling technology for construction of the new gas pipeline between Azerbaijan and Europe

      ByD. Mognol

      chapter |8 pages

      Changes in tunnelling in the Big Data Era – The new Milan-Genoa high speed/high capacity

      ByG. Morandini, A. Marcenaro, H.M. Dahir, E.G. Caci, A. Ferrari, G. Petito

      chapter |10 pages

      Autarkic aggregate supply with recycled tunnel spoil at the Brenner Base Tunnel

      ByR. Murr, T. Cordes, M. Hofmann, K. Bergmeister

      chapter |10 pages

      Environmental risk assessment of conditioned soil: Some Italian case studies

      ByS. Padulosi, F. Martelli, A. Sciotti, D.F. Putzu, M. Filippone, G. Mininni

      chapter |8 pages

      Low energy nobilitation of clay waste from tunnelling

      ByV. Perugini

      chapter |9 pages

      Large civil works jobsites in densely populated urban areas

      ByF. Poma, S.F. Caruso, F. Ruggiero, V. Bianco, L. Lampiano

      chapter |10 pages

      Monitoring the water resources in the large railway projects: The Fortezza – Ponte Gardena case study, Southern Brenner Base Tunnel access

      ByS. Rodani, G. Penna, F. Marchese, A. Scuri, F. Sciascia, D. Castioni, L. Piccinini, F. Cervi, G. Benedetti

      chapter |9 pages

      Muck management in infrastructure projects

      ByA. Sharma

      chapter |6 pages

      Influence of bacteria inoculum and organic concentration on the biodegradation of soil conditioning agents in aqueous solutions

      ByG. Vilardi, I. Bavasso, D. Sebastiani, S. Miliziano, L. Di Palma, M. Pirone, F. Carriero, R. Sorge

      chapter |8 pages

      Tunnel dust control project

      ByT.W. Warden, C.M. Warden

      part |2 pages

      Geological and geotechnical knowledge and requirements for project implementation

      chapter |10 pages

      Analysis of the vibrations induced by a TBM to refine soil profile during tunneling: The Catania case history

      ByG. Abate, S. Corsico, S. Grasso, M.R. Massimino, A. Pulejo

      chapter |10 pages

      The impact of saturation on the mechanical response of low porosity rocks and implications for tunnelling

      ByM.T. Ahmed Labeid, E.L. Jaczkowski, W. Dossett, M.S. Diederichs, J.J. Day

      chapter |10 pages

      Geological and geotechnical key-factors for tunnel design of the new Naples-Bari High-Speed railway line in Southern Italy

      ByA. Amato, G. Quarzicci, A. Sciotti, A. Pigorini, A. Nardinocchi

      chapter |10 pages

      In-situ stress measurements in TBM tunnels prone to rockbursts

      ByR. Amici, G. Peach, M. Nadeem

      chapter |9 pages

      Optimizing the excavation geometry using digital mapping

      ByS. Amvrazis, K. Bergmeister, R.W. Glatzl

      chapter |10 pages

      Return of experience following the excavation of “La Maddalena Reconnaissance Gallery” – TBM performance prediction in the Ambin Massif

      ByE. Baldovin, A. De Paola, G.L. Morelli, P. Gilli, C. La Rosa

      chapter |10 pages

      The use of real time monitoring systems to reduce execution risks during tunnel excavation in complex situations: The case of Stalvedro tunnel, Switzerland

      ByG. Barbieri, M. Giani, M. Kündig, S. Motta

      chapter |10 pages

      The role of direct investigations ahead of the tunnel face in the construction cycle of a conventional and mechanized tunnel

      ByG. Barovero, S. Casale, H. Egger, E. Barnabei

      chapter |9 pages

      Geotechnical characterization of an artificially frozen soil with an advanced triaxial apparatus

      ByM. Bartoli, F. Casini, Y. Grossi

      chapter |10 pages

      Geotechnical data standardization and management to support BIM for underground infrastructures and tunnels

      ByM. Beaufils, S. Grellet, B. Le Hello, J. Lorentz, M. Beaudouin, J. Castro Moreno

      chapter |7 pages

      Use of TBM parameters for assessing rock mass conditions during excavation: A feedback from the Tunnel 4, Angat Water Transmission Improvement Project (Philippines)

      ByG.W. Bianchi, I. Andreis, S. La Valle

      chapter |10 pages

      Numerical method for stability analysis of rock block of tunnel with multiple geological planes

      ByS.J. Chen, M. Xiao, J.T. Chen

      chapter |10 pages

      Case study of tunnel ground reaction modeling in horizontally bedded rock using continuum and fracture network models

      ByD. Chesser, M.J. Telesnicki, J. Carvalho

      chapter |9 pages

      Probabilistic Fault Displacement Hazard Analysis (PFDHA) of a Bhairabi tunnel in North East India

      ByR.L. Chhangte, T. Rahman, A.I. Laskar

      chapter |10 pages

      Drone based deformation monitoring at the Zentrum am Berg tunnel project, Austria. Results and Findings 2017–2019

      ByK. Chmelina, A. Gaich, M. Keuschnig, R. Delleske, R. Wenighofer, R. Galler

      chapter |10 pages

      Necessary geological and geotechnical information for a metro project in an historical and urbanised city area. The case of “Metro Bucharest, Line 4 Extension”

      ByV. Ciugudean Toma, C. Vajaeac, A. Arigoni, S.S. Saviani

      chapter |8 pages

      Ante-operam v/s as-built data ARAT for a 15.965 m TBM-EPB, A1 Highway, Italy

      ByM. Coli, E. Livi, A. Selleri, S. Comi

      chapter |10 pages

      Mixed transitional ground impact on a TBM. The OCIT Experience in Akron, Ohio, USA

      ByE. Comis, W. Gyorgak, D. Chastka

      chapter |10 pages

      Geological and geotechnical main design aspects of two tunnels on Fortezza-Verona High Speed Line in Northern Italy

      ByA. Corbo, A. Sciotti, S. Vagnozzi, S. Rodani

      chapter |8 pages

      Torino Metro Line 1 extension: Working solutions

      ByA. Damiani, L. Mancinelli, R. Crova, E. Avitabile

      chapter |8 pages

      2D and 3D geological-geomechanical GIS model for underground projects: Collection, storage and analysis of geological and geomechanical data during the design and construction phases

      ByR. De Paoli, F. Gobbi, L. Thum, F. de Martino

      chapter |10 pages

      Contribution of continuous geophysical measurements to the success of tunnelling

      ByT. Dickmann, D. Krueger, J. Hecht-Méndez

      chapter |10 pages

      Study on judgment of tunnel face failure in soft surrounding rock and failure control measures

      ByJ. Du, Z. Mei, H. Gao, B. Zhang, W. Yuan

      chapter |10 pages

      BIM-FEM interoperability for the modelling of a traditional excavated tunnel

      ByS. Fabozzi, G. Cipolletta, E. Capano, D. Asprone, G. Dell’Acqua, E. Bilotta

      chapter |10 pages

      Double-shield TBM performance analysis in clay formation: A case study in Iran

      ByM. Fallahpour, M. Karami, T. Sherizadeh

      chapter |7 pages

      The coseismic faulting of the San Benedetto tunnel (2016, Mw 6.6 central Italy earthquake)

      ByP. Galli, A. Galderisi, M. Martino, G. Scarascia Mugnozza, F. Bozzano

      chapter |6 pages

      Geotechnical monitoring: Application in a case history of Azienda Nazionale Autonoma delle Strade (the National Roads Authority)

      ByR. Gandolfo, S. Majetta, M. Martino

      chapter |8 pages

      Geotechnical monitoring: The control of infrastructure projects

      ByR. Gandolfo, M. Martino, A. Umiliaco

      chapter |10 pages

      Characterization of underground rock masses employing structure from motion: Application to a real case

      ByR. García-Luna, S. Senent, R. Jurado-Piña, R. Jimenez

      chapter |10 pages

      Design and construction of TBM tunnel lining crossing active fault in Thessaloniki Metro Project, Greece

      ByE. Gavrielatou, D. Alifragkis, E. Pergantis

      chapter |10 pages

      3D geological modelling for the design of complex underground works

      ByF. Giovacchini, M. Vendramini, L. Soldo, M. Merlo, D. Marchisio, G. Ricci, A. Eusebio

      chapter |8 pages

      Risk maps for cutter tool wear assessment and intervention planning

      ByJ.G. Grasmick, M.A. Mooney

      chapter |10 pages

      Geotechnical challenges in design and construction of tunnels for Mumbai metro line – 3

      ByS.K. Gupta, M.G. Khare, G.V.R. Raju

      chapter |8 pages

      Grand Paris: The exceptional line 16 Lot 1

      ByT. Hugues Beaufond, A. Truphemus, R. Ndouop Molu, L. Samama, S. Ghozayel, T. Couttet, M. Ferrari, P. Hamet

      chapter |10 pages

      Countermeasures against the deformation of the pilot tunnel of the Seikan Tunnel, Japan

      ByH. Kakinuma, T. Okada, K. Yashiro, Y. Kobara

      chapter |7 pages

      A numerical study on effect of wall penetration on basal heave stability during vertical shaft excavation in soft ground

      ByS.J. Kang, E.S. Hong, G.C. Cho

      chapter |10 pages

      Numerical study of portal displacement and stress-strain distribution mechanism at a tunnel portal

      ByB. Khadvi Borujeni

      chapter |9 pages

      Forensic study on tunnel collapse in deep and fractured rock

      ByK.H. Kim, J.H. Jeong, J.H. Shin, S.H. Kim, S.S. Jeong

      chapter |9 pages

      Comparative analysis of seismic refraction profiles with Drilled Borehole Data – Delhi Metro Rail Corporation – Phase-IV Corridor

      ByU. Kumar, S. Pateriya

      chapter |7 pages

      Consideration of heaving and deformation behavior of mountain tunnel in service

      ByN. Kuramochi, S. Yamashita, K. Nakano, S. Kunimura, H. Watanabe, K. Nishimura

      chapter |7 pages

      Loading magnitude for rock tunnel during earthquake estimated by dynamic measurement at an actual tunnel

      ByA. Kusaka, S. Hara, N. Isago

      chapter |11 pages

      Ensuring safety during construction of double-track subway tunnels in quaternary deposits

      ByM.O. Lebedev, K.P. Bezrodny, R.I. Larionov

      chapter |10 pages

      Response of tunnel surrounding rocks in heavily deformed ground: Case study of Dongao Tunnel, Taiwan

      ByC.-S. Lin, H.-J. Shau, Y.-P. Chen, T.-T. Wang

      chapter |10 pages

      A 3D numerical model for the evaluation of the tunneling water inflow: The Fortezza – Ponte Gardena case study

      ByF. Marchese, S. Rodani, A. Sciotti, S. Vagnozzi, G. Bernagozzi, F. Sciascia, A. Scuri, L. Piccinini, L. Borgatti, G. Benedetti

      chapter |10 pages

      Requirements for geo-locating transnational infrastructure BIM models

      ByŠ. Markič, A. Borrmann, G. Windischer, R.W. Glatzl, M. Hofmann, K. Bergmeister

      chapter |10 pages

      Analysis of critical condition during the advancement into the “Argille a Palombini” formation

      ByN. Meistro, A. Mancarella, A. Di Salvo, C. Iemmi, I. Larosa

      chapter |10 pages

      Excavation of swelling rock by measuring the displacement under roadbed

      ByK. Miyazawa, M. Fukushi, T. Akiyama, H. Kinashi

      chapter |8 pages

      Rockburst evaluation in complex geological environment in deep hydropower tunnels

      ByA.M. Naji, H. Rehman, M.Z. Emad, S. Ahmed, J.-J. Kim, H. Yoo

      chapter |10 pages

      Adapting tunnel construction to hydrogeological conditions in a karst region

      ByM. Neukomm, M. Mercier, P.-Y. Jeannin, A. Malard, D. Rickerl, E. Weber

      chapter |9 pages

      Excessive deformations induced by twin EPBM excavations in soft and shallow grounds: The case of Otogar-Kirazli metro, Istanbul

      ByI. Ocak, C. Rostami

      chapter |10 pages

      The geological portal of the Turin-Lyon project

      ByM. E. Parisi, L. Brino, D. Paletto, M. Cussino

      chapter |10 pages

      Design and construction of hydraulic tunnels at Gibe III dam, Ethiopia

      ByG. Pietrangeli, A. Pietrangeli, A. Cagiano de Azevedo, G. Pittalis, C. Rossini

      chapter |10 pages

      Salamonde II undergound hydroelectric complex in the North of Portugal. Design and construction

      ByR.S. Pistone, N. Plasencia, L. Gonçalves

      chapter |10 pages

      Turning water into energy: A geological and geotechnical overview of the Venda Nova III hydropower project construction phase

      ByN. Plasencia, P. Matos

      chapter |7 pages

      A Rosette stone between geotechnical engineer and project manager for TBM tunneling

      ByG. Potgieter, O. Yeni

      chapter |10 pages

      Application of deflection curves, trend lines and displacement vector orientation in the evaluation of surface displacements in tunneling

      ByA.L.C. Rissoli, A.P. de Assis

      chapter |10 pages

      Geo-mechanical behaviour and monitoring system in the Ceneri Base Tunnel

      ByM. Ruggiero, A. Malaguti, F. De Martino

      chapter |10 pages

      Drained and undrained seismic response of underground structures

      ByE.A. Sandoval, A. Bobet

      chapter |11 pages

      How to strengthen a geotechnical campaign for tunnel’s secondary lining. Implementation and results

      ByJ.M. Santa Cruz, L. Roldan, G. Dankert, L. Sambataro, A.O. Sfriso, R.D. Bertero

      chapter |9 pages

      Seismic prediction of the rock quality at the Brenner Base Tunnel

      ByC. Schwarz

      chapter |10 pages

      Geological investigation for urban tunnel portal in made ground

      ByG. Senol, G. Alan Jatta, S. Aydogan, E.A. Tekyildiz

      chapter |8 pages

      Importance of physical-mechanical properties of rocks for application of a raise boring machine

      ByA. Shaterpour-Mamaghani, H. Copur, E. Dogan, T. Erdogan

      chapter |9 pages

      Practical solutions to geotechnical problems related to Ituango hydropower tunnels, Colombia

      ByM.C. Sierra, J. Ramos, D. Jurado, J.D. Herrera

      chapter |10 pages

      Geotechnical investigations governing shaft excavations for metro projects – an approach for secant pile termination depths

      ByA. Sindhwani, M.K. Chaudhary, A.K. Dey, A.H. Khan, V.M.S.R. Murthy

      chapter |10 pages

      Angat water transmission and improvement project for Metro Manila – Philippines: Hydraulic tunnel design under severe seismic conditions

      ByA. Socci, P. Galvanin, G.W. Bianchi, G. Bay

      chapter |9 pages

      Correlation between TBM performance and RMR

      ByS. Son, T. Ko, Y. Pak, T. Kim

      chapter |8 pages

      Efficient communication of geologically related data and 3D models in tunneling projects

      ByM. Svensson, O. Friberg, B. Brodic, A. Malehmir

      chapter |9 pages

      A finite element analysis of tunnel response to permafrost thaw

      ByD. Vo, L. Chung, J.S. Cho, Y. Salem

      chapter |9 pages

      Acoustic emissions from flat-jack test for rock-burst prediction

      ByA. Voza, L. Valguarnera, S. Fuoco, G. Ascari, D. Boldini, D. Buttafoco

      chapter |7 pages

      An attempt to derive a method to estimate velocity during exploration ahead of the tunnel face

      ByH. Yamamoto, M. Nakaya, S. Imamura, K. Ohta

      chapter |10 pages

      A probabilistic approach to assess the risk of liner instability when tunnelling through karst geology using geotechnical baseline reports

      ByK. Yau, C. Paraskevopoulou, S. Konstantis

      chapter |9 pages

      A new face vulnerability index for mechanized tunneling in subsoil

      ByM. Zare Naghadehi, A. Alimardani Lavasan

      chapter |8 pages

      Settlements of immersed tunnel on soft ground: A case study

      ByX. Zhang, W. Broere

      chapter |11 pages

      Design of shaking table tests on atrium-style subway station models under seismic excitations

      ByZ.M. Zhang, Y. Yuan, E. Bilotta, H.T. Yu, H.L. Zhao

      part |2 pages

      Ground improvement in underground constructions

      chapter |12 pages

      Permeation grouting and consolidation works to solve flooding problems in an old tunnel

      ByA. Antonelli, A. Balossi Restelli, E. Rovetto

      chapter |9 pages

      Dam rehabilitation for safety operation

      ByO. Arghiroiu, S. Călinescu

      chapter |8 pages

      Horizontal directional drilling technique applications in ground improvement from low pressure injections to jet grouting

      ByB.B. Bosco, S. Carraro

      chapter |10 pages

      Glassfiber reinforced polymer consolidation for enlargement of a railway underpass in Brandizzo, Italy

      ByM. Bringiotti, S. Carraro, D. Stella, E. Piovano

      chapter |10 pages

      A novel low enthalpy geothermal energy system based on ground freezing probes

      ByA. Carotenuto, N. Massarotti, A. Mauro, G. Normino, A. Di Luccio, G. Molisso, F. Cavuoto

      chapter |10 pages

      Field experiment on freezing rate of marine clay by artificial ground freezing method

      ByH-J. Choi, D. Lee, H. Lee, H. Choi, Y.-J. Son

      chapter |9 pages

      Ground freezing and excavation of the Museum Island metro station under a river in central Berlin – challenges and experiences

      ByJ. Classen, P. Hoppe, J. Seegers

      chapter |9 pages

      Influence of the fibreglass reinforcement stiffness on the mechanical response of deep tunnel fronts in cohesive soils under undrained conditions

      ByC. di Prisco, L. Flessati, G. Cassani, R. Perlo

      chapter |10 pages

      Analysis of jet-grouting-consolidation in wide and deep shafts in alluvial soil

      ByM. Ferrero, S. Torresani, R. Zurlo

      chapter |9 pages

      Jet grouting application for soft soil tunnels in Norwegian clay

      ByD. Gächter, O. Besler

      chapter |7 pages

      Tribunale Station of Naples Metro line 1. Design issues due to site subsoil conditions

      ByS. Gobbi, F. Cavuoto

      chapter |11 pages

      Brenner base tunnel & Isarco River underpass section: Several technical and operational solutions

      ByP. Lunardi, G. Cassani, M. Gatti, L. Bellardo

      chapter |10 pages

      The St. Antonino tunnel reconstruction after the great collapse that had occurred on December 2007

      ByG. Luongo, R. Lapenta, A. Pirrotta, U. De Luca, P. Cosentino, A. Paravati, F. Crocetto, A. Antiga, P. Coppola, M. Lorenzi

      chapter |10 pages

      Rock grouting and ground freezing for tunnelling at Duomo subway station in Naples

      ByV. Manassero, F. Cavuoto, A. Corbo

      chapter |10 pages

      Monitoring artificial ground freezing and relevant fundamental observations

      ByV. Manassero

      chapter |10 pages

      Ground improvement with accelerated micro-cement grout, Thessaloniki Metro, Greece

      ByP.I. Maragiannis, P.G. Foufas

      chapter |10 pages

      Thermal phenomena model for artificial ground freezing during a tunnel excavation for the Municipio Metro station in Naples, Italy

      ByN. Massarotti, A. Mauro, G. Normino, A. Di Luccio, G. Molisso, F. Cavuoto

      chapter |9 pages

      Design of an underground station within the Greater Paris metro line by conventional tunneling: Solutions and calculation methods

      ByE. Misano, S. Minec, H. Sahnoun, A. Goulven, V. Dumoulin

      chapter |10 pages

      Ground improvement carried out via an existing railway tunnel for the construction of a new underlying tunnel

      ByA. Pauri

      chapter |10 pages

      Optimization of the tunnel face bolt reinforcement

      ByP. Perazzelli, G. Anagnostou

      chapter |11 pages

      Consolidation using chemical grouting with mono and bicomponent resins to unlock a TBM in fault zone

      ByP. Petrocelli, A. Bellone, F. Rossano, M.A. Piangatelli

      chapter |10 pages

      The technical management of the permeation grouting works in the execution of the new Milan Metro Line 4

      ByA. Pettinaroli, P. Caffaro, M. Lodico, A. Carrettucci

      chapter |10 pages

      Design and construction of composite cut-off system at Grand Ethiopian Renaissance Dam, Ethiopia

      ByG. Pietrangeli, G. Pittalis, M. Rinaldi, R. Cifra

      chapter |10 pages

      Design of artificial ground freezing for an access tunnel of a railway station in Switzerland

      ByE. Pimentel, G. Anagnostou

      chapter |10 pages

      Discussion of selection of ground improvement parameters from back analysis of monitored excavation in Singapore

      ByG. Pittaro

      chapter |10 pages

      Water loss solutions in construction of pressure shafts for Uma Oya Project, Sri Lanka

      ByA. Rahbar Farshbar, F. Foroutan, D. Eccleston, D. Dodangeh

      chapter |9 pages

      Constructing ground struts by means of ground improvement underneath existing box elements in large-scale renovation of a subway station under operation constructed by the Caisson method

      ByS. Sakata, K. Okanoya, Y. Arai, M. Nishiaoki, T. Kondou

      chapter |10 pages

      Rational design of jet grouted bottom plugs: The example of Tribunale station of Naples Metro Line 1

      ByM. Saviano, A. Flora, F. Cavuoto

      chapter |10 pages

      Centrifuge model tests on shallow overburden tunnels with pre-ground improvement to clarify seismic behavior

      ByY. Sawamura, K. Konishi, K. Kishida, M. Kimura

      chapter |11 pages

      Excavation of a large diameter tunnel in sliding Carpathian flysch

      ByF. Schiavone, F. Carriero, F. Bizzi, G. Orlati

      chapter |10 pages

      Design of ground freezing for cross passages and tunnel adits

      ByJ.A. Sopko

      chapter |10 pages

      Factor of safety in ground freezing design

      ByJ.A. Sopko

      chapter |10 pages

      Stockholm bypass project – passage under the Lake Mälaren

      ByB. Stille, F. Johansson, F. Ríos Bayona, R. Batres Estrada, M. Roslin

      chapter |10 pages

      Deep intervention shaft excavation in Kuala Lumpur limestone formation with pre-tunnelling construction method

      ByY.C. Tan, K.S. Koo, D.I. Ting

      chapter |10 pages

      Expansion of existing TBM tunnel by ground freezing method

      ByY. Tanaka, N. Takamatsu

      chapter |8 pages

      3D Numerical modeling of artificial ground freezing in mining engineering

      ByH. Tounsi, A. Rouabhi, M. Tijani, F. Guérin

      chapter |10 pages

      Mechanical behavior of shallow embedded and large cross-section tunnel supporting using Freeze-Sealing Pipe-Roof method

      ByD.M. Zhang, J. Pang

      chapter |10 pages

      Frost heave control during excavation of Gongbei tunnel with freeze-sealing pipe roof as pre-support

      ByT. Zhou, P.X. Shi, J. Zhang, J.L. Pan

      part |2 pages

      Innovation in underground engineering, materials and equipment

      chapter |8 pages

      Artificial intelligence technique for geomechanical forecasting

      ByM. Allende Valdés, J.P. Merello, P. Cofré

      chapter |10 pages

      TBM drive along curved alignments: Model based prognosis of shield movement

      ByA. Alsahly, A. Marwan, G. Meschke

      chapter |10 pages

      Soil conditioning adaptation to the heterogeneous volcanic geology of Mt. Etna, Sicily, Italy

      ByA. Alvarez, S. Mancuso, N. Bona

      chapter |10 pages

      Particularities of tunnel primary support modelling in BIM environment

      ByM. Andrejašič, M. Huis, A. Likar, J. Likar, Ž. Likar

      chapter |11 pages

      Design and construction of cast in-situ steel fibre reinforced concrete headrace tunnels for the Neelum Jhelum Hydroelectric project

      ByB. Ashcroft, G. Peach, J. Mierzejewski, B. De Rivaz, M. Yerlikaya

      chapter |10 pages

      Analysis of two-component clay sand backfill injection in Japan

      ByP.J. Ashton, S. Takigawa, Y. Kano, Y. Masuoka

      chapter |10 pages

      Durability of precast concrete tunnel segments

      ByM. Bakhshi, V. Nasri

      chapter |7 pages

      Relieved specific energy estimation using FLCM and PLCM linear rock cutting machines and comparison with rock properties

      ByC. Balci, H. Copur, D. Tumac, R. Comakli

      chapter |9 pages

      Performance based design for tunnels

      ByK. Bergmeister

      chapter |9 pages

      Novel semiprobabilistic tunnel lining design approach with improved concrete mixture

      ByK. Bergmeister, T. Cordes, R. Murr

      chapter |6 pages

      Formwork for road tunnel in Indian Kashmir

      ByE. Bertino

      chapter |8 pages

      Foam soil interaction and the influence on the stability of the tunnel face in saturated sand

      ByA. Bezuijen, T. Xu

      chapter |10 pages

      Precast tunnel segments with glass fiber reinforced polymer composite cage and sulphoaluminate cement

      ByM. Bianchi, F. Canonico, N. Giamundo, A. Meda, Z. Rinaldi, S. Spagnuolo

      chapter |7 pages

      Fiber reinforced concrete segmental lining for Catania Metro Tunnel

      ByN. Bona, A. Meda

      chapter |11 pages

      Gronda di Genova slurryduct for transport of excavated material

      ByS. Bozano Gandolfi, M. Bringiotti

      chapter |9 pages

      The relevance of gaskets for the segmental design

      ByC. Braun, G. Mauchamp, O. Pasemann

      chapter |12 pages

      Moving material with belt conveyors in urban environment and for long tunnel construction in Italy: Metro Catania, Scilla’s shaft, A1 highway and Brenner Base Tunnel

      ByM. Bringiotti, G. Bringiotti, W. Aebersold, P. Rufer

      chapter |12 pages

      Precision drilling for D&B and bolt installation: Analysis of relevant case histories

      ByM. Bringiotti, G. Bringiotti, F. De Villneuve, A. Harmignies, F. Vernerey

      chapter |10 pages

      The longest Robodrilled tunnel in the world

      ByM. Bringiotti, V. Fleres, M. Manfredi, F. De Villeneuve, F. Serra

      chapter |14 pages

      Motivations to swap from trench cutter to hydraulic grab: Case histories from Florence, Rome and Milan

      ByM. Bringiotti, D. Nicastro, S. Bechter, G. Franco, G. Manuele

      chapter |10 pages

      EPDM gaskets; new materials and procedures for segments and other application in tunneling

      ByM. Bringiotti, D. Nicastro, F. Garate, S. Villoslada, K. Pini

      chapter |10 pages

      New results from laboratory research to reduce the clogging potential for EPB-Shields

      ByC. Budach, E. Kleen

      chapter |10 pages

      Energy absorption tests on fibre-reinforced-shotcrete round and square panels

      ByN. Buratti, A. Incerti, A.R. Tilocca, C. Mazzotti, M. Paparella, M. Draconte

      chapter |8 pages

      Rapid automatic inspection system for tunnel lining based on a mobile vehicle

      ByJ.L. Cai, X.Y. Xie, B. Zhou, Y.X. Zhou, W.C. Zeng

      chapter |9 pages

      Construction TBM tunnel – Operating data real time – Red Line Metro Tel Aviv

      ByA. Capobianco, M. Kalimyan, P. Merlanti, L. Romagnoli, E. Santucci

      chapter |10 pages

      Tilt sliding test to assess the behaviour of conditioned soil with large amount of cobbles

      ByA. Carigi, A. Luciani, D. Martinelli, C. Todaro, D. Peila

      chapter |10 pages

      Influence of set accelerating admixtures on the compressive strength of sprayed concrete

      ByG. Cascino, G. Estrafallaces

      chapter |9 pages

      Steel fibre reinforced concrete for segmental lining – crack mitigation measures at design phase

      ByG. Castrogiovanni, G. Busacchi, T. Léber, G. Mariani

      chapter |8 pages

      Variable support method: An innovative approach for deep excavations in the Middle East

      ByG. Castrogiovanni, G. Busacchi, C. Maier, M. Mancini

      chapter |11 pages

      Advanced 4-channel scan system for tunnel inspection

      ByA. Cereyon, W. Weber, R. Wissler, A. Wittwer

      chapter |10 pages

      Fiber-reinforced concrete segments: Comparison of simplified analyses and FE simulations for the 3RPORT CSO Project, Fort Wayne, Indiana, United States

      ByD. Chapman, J. Parkes, G. Venturini, R. Comini, L. Waddell

      chapter |10 pages

      A simple approach to characterise tunnel bore conditions using pipejacking data

      ByW.-C. Cheng, J.-S. Shen, A. Arulrajah

      chapter |8 pages

      Conditioning the clog: Advancing EPB technology through mixed transitional ground

      ByE. Comis, W. Gyorgak, P. Raleigh

      chapter |9 pages

      Maintenance costs for cutting tools in soft ground gained by process simulation

      ByA. Conrads, A. Jodehl, M. Thewes, M. Scheffer, M. König

      chapter |10 pages

      Possibility of using vane shear testing device for optimizing soil conditioning

      ByH. Copur, E. Avunduk, S. Tolouei, D. Tumac, C. Balci, N. Bilgin, A.S. Mamaghani

      chapter |10 pages

      The load-bearing capacity of primary linings, considering time dependent parameters, at the Brenner Base Tunnel

      ByT. Cordes, K. Bergmeister, A. Dummer, M. Neuner, G. Hofstetter

      chapter |8 pages

      Two-component backfilling grout for double shield TBM – The experience at Follo Line Project

      ByE. Dal Negro, A. Boscaro, A. Picchio, E. Barbero

      chapter |8 pages

      Main advantages and operational aspects of two-components backfilling grout in mechanized tunnelling with hard-rock TBM: Example of the Saint-Martin-La-Porte TBM job-site at Lyon-Turin

      ByE. Dal Negro, A. Boscaro, A. Picchio, E. Barbero, C. Acquista, G. Comin

      chapter |8 pages

      Mucking with EPB machines in urban areas – considerations about the soil conditioning. Example of Line 14 project, lot T2 in Paris

      ByE. Dal Negro, A. Boscaro, A. Picchio, E. Barbero, G. Broll, G. Calligaro

      chapter |10 pages

      The 3D-BIM-FEM modeling of the Mairie des Lilas Paris metro station line 11 – from design to execution

      ByF. De Matteis, C. Orci, S. Bilosi, G. Benedetti

      chapter |10 pages

      EPB excavation of cohesive mixed soils: Combined methodology for clogging and flow assessment

      ByD.G.G. de Oliveira, M. Diederichs, M. Thewes

      chapter |8 pages

      Hybrid solution with fiber reinforced concrete and glass fiber reinforced polymer rebars for precast tunnel segments

      ByB. De Rivat, N. Giamundo, A. Meda, Z. Rinaldi, S. Spagnuolo

      chapter |9 pages

      Twenty years of FRC tunnel final lining: Lessons learnt, design proposal and new development

      ByB. De Rivaz

      chapter |8 pages

      Fibre reinforced spray concrete performance criteria: Comparison between EN14651 and EFNARC three-point bending test on square panel with notch

      ByB. De Rivaz, A. Meda, J. Kennedy

      chapter |8 pages

      Digital engineering on the Sydney Metro

      ByR. Dickenson, B. Harland

      chapter |10 pages

      Forrestfield Airport Link project – Variable density TBMs to deal with unexpected ground conditions

      ByM. Di Nauta, A. Anders, C. Suarez Zapico

      chapter |10 pages

      Durability design for large sewer and drainage tunnels

      ByC. Edvardsen, A. Solgaard, P. Jackson

      chapter |10 pages

      Refitting strategies for Italian historical railway tunnels

      ByA.R. Fava, M. Ghidoli, L. Carli, P. Galvanin

      chapter |9 pages

      BIM – Model-based project management for optimizing project development. Insights into the practical application at the “Albvorland Tunnel” project

      ByW. Fentzloff, J. Classen

      chapter |10 pages

      Tunnel damage management system: An application for Italian railway tunnels

      ByP. Firmi, F. Iacobini, A. Pranno, C. Matera

      chapter |9 pages

      Tunnels widening and renewal using precast lining: The Swiss Rhaetian railway construction method applied to tunnel Mistail

      ByD. Fortunato, G. Barbieri

      chapter |10 pages

      Experimental investigation of the flow behaviour of conditioned soils for EPB tunnelling in closed mode

      ByS. Freimann, M. Schröer, M. Thewes

      chapter |10 pages

      The role of mechanized shaft sinking in international tunnelling projects

      ByS. Frey, P. Schmaeh

      chapter |10 pages

      Risk-based tunnel design utilizing probabilistic two-dimensional finite element analyses

      ByA. Gakis, C. Kalogeraki, P. Spyridis

      chapter |10 pages

      Soil conditioning for EPB tunnelling: Relevant foam properties and characterisation

      ByM. Galli, M. Thewes, S. Freimann

      chapter |7 pages

      Geotechnical impact on fiber reinforced segmental liner experiencing large deformation

      ByM. Gamal

      chapter |10 pages

      Excavating through hard rock formations with TBM: Technical challenges of the Follo Line Project

      ByG. Giacomin, A. Mariotti, M. Ortu

      chapter |10 pages

      Fiber reinforced concrete segmental lining: Evolution and technical viability assessment

      ByJ. Gollegger, L.M. Pinillos Lorenzana, S. Cavalaro, T. Kanstad

      chapter |10 pages

      Sprayed concrete composite tunnel lining design: Analytical study on its behaviour at the bond interface

      ByC. Green, H. Jung, A. Pillai

      chapter |10 pages

      Development of a non-radioactive density meter in tunneling

      ByH. Greve, K. Zych

      chapter |10 pages

      Artificial intelligence support for tunnel design in urban areas

      ByM. Hafner, D. Rajšter, M. Žibert, T. Tušar, B. Ženko, M. Žnidaršič, F. Fuart, D. Vladušič

      chapter |10 pages

      Key technologies of double shield TBM for urban metro tunnel with small radius curve

      ByF. He, X.J. Zhuo, L.H. Jia

      chapter |10 pages

      The subgrade reaction modulus method in tunneling

      ByM. Hofmann, T. Cordes, K. Bergmeister

      chapter |10 pages

      Permanent sprayed concrete tunnel linings waterproofed with bonded membranes. A review of the current state-of-the-art for hard rock conditions

      ByK.G. Holter

      chapter |10 pages

      A fast detection method for tunnel surface defects based on video processing

      ByM. Hu, X.W. Zhou, X.W. Gao

      chapter |6 pages

      Research on applicability of limit state method in lining design of railway tunnel

      ByW. Hu, X. Tan

      chapter |10 pages

      A complex variable solution for the excavation of a shallow circular hole in gravitational elastic ground

      ByX. Huang, Y. Xiang

      chapter |10 pages

      Polymer Rubber Gel technology high performance waterproofing for shotcrete and blindside applications

      ByJ. Huh, T.S. Lee

      chapter |7 pages

      New monitoring technology to notify the displacement situation of the tunnel face

      ByA. Ichikawa, H. Sato, S. Akutagawa, Y. Hashimura

      chapter |9 pages

      Smart Office; application of a unified analytics center in tunneling construction

      ByK. Jahan Bakhsh, J. Kabat, R. Bono, S. Tabrizi, G. Pini

      chapter |10 pages

      Key technologies and engineering application of horseshoe-shaped TBM

      ByL.H. Jia, S.H. Tan

      chapter |10 pages

      Seal performance test of shield tail under high water pressure

      ByX. Jiang, W. Chen, D.L. Xu, X.H. Zhang, Y. Bai

      chapter |10 pages

      Rescuing and rebuilding TBMs in adverse ground conditions

      ByD. Jordan, B. Willis

      chapter |7 pages

      The effect of testing age on the performance of fibre reinforced concrete

      ByK.P. Juhasz, P. Schaul, R. Winterberg

      chapter |10 pages

      Study of the image photographing of the tunnel lining as an alternative method to proximity visual inspection

      ByS. Kaise, K. Maegawa, T. Ito, H. Yagi, Y. Shigeta, K. Maeda, M. Shinji

      chapter |10 pages

      Conventional tunneling method using ICT

      ByK. Kakimi, F. Kusumoto, R. Okawa, K. Yamabe

      chapter |10 pages

      Study on applicability of self-compacting concrete with low cement content to tunnel lining

      ByT. Kato, N. Kurokawa, H. Nishiura, K. Sakurai, Y. Okazaki, S. Hagino

      chapter |11 pages

      Soil abrasion and penetration test for the evaluation of soft ground TBMs’ excavation performance and cutter life

      ByD.Y. Kim, H.B. Kang, Y.J. Shin, J.H. Jung, E. Farrokh

      chapter |7 pages

      Development of a ground monitoring sensor system for tunnel maintenance using geophysical techniques

      ByJ.W. Kim, G.C. Cho

      chapter |10 pages

      Enlargement of in-service evacuation tunnel and automated lining placement

      ByA. Kimura, S. Yamamoto, F. Kusumoto, H. Nobunaga, S. Yamanaka

      chapter |10 pages

      Effective water leakage detection by using an innovative optic fiber sensing for aged concrete lining of urban metro lines in Tokyo

      ByS. Konishi, N. Imaizumi, Y. Enokidani, J. Nagaya, Y. Machijima, S. Akutagawa, K. Murakoshi

      chapter |9 pages

      Development and field validation of the Smart Batcher Plant system used for control of as-mixed temperature of concrete

      ByK. Kumagai, T. Tsutsui, A. Hirama, H. Matsuda, M. Takinami, S. Kobayashi, N. Endo, H. Hata

      chapter |11 pages

      Extraction geothermal energy from the rock mass surrounding tunnels and its exploitation. Feasibility study in a sector of the Brenner Base Tunnel

      ByM. Lanconelli, A. Voza, H. Egger

      chapter |10 pages

      Finding the right way underground – The importance of solid control points network

      ByB. Larsson Gruber, T. Jonsson

      chapter |9 pages

      Implementation of new methods for inspection of tunnels

      ByB. Larsson Gruber, P. Östrand

      chapter |5 pages

      Numerical modelling for design of composite concrete lining with sprayed waterproofing membrane in tunnel

      ByC. Lee, S.H. Chang, S.W. Choi, K. Lee, D. Kim, B. Park

      chapter |9 pages

      Effect of machine factors of tunnel boring machines on penetration rates in rocks

      ByG.J. Lee, T.H. Kwon, H.H. Ryu, K.Y. Kim, T.M. Oh

      chapter |9 pages

      Prediction of EPB shield TBM performance using a lab scale excavation test with different soil conditions

      ByH. Lee, D. Shin, H. Choi, D.Y. Kim, Y.J. Shin

      chapter |8 pages

      A study on the efficient crack detection algorithms for tunnel lining based on deep learning approach

      ByJ.S. Lee, S.H. Hwang, M. Sagong, I.Y. Choi

      chapter |10 pages

      New design method for energy slabs in underground space using artificial neural network

      ByS. Lee, D. Kim, H. Choi, K. Oh, S. Park

      chapter |9 pages

      The research on longitudinal deformation features of shield tunnel when considering the variation of grout viscosity: A case study

      ByY. Liang, L.C. Huang, J.J. Ma

      chapter |10 pages

      Safety approach for tunnel lining calculations in 3D-continuum models

      ByY.A.B.F. Liem, J.T.S. Vervoort, M.H.A. Brugman, M. Partovi

      chapter |9 pages

      Plug-in crosscut element – How standardized pre-manufactured crosscut wall systems improve overall tunneling effectiveness

      ByM. Lierau, R. Binder

      chapter |8 pages

      Soil conditioning for EPB shield tunneling with the auxiliary air pressure balance mode

      ByP. Liu, S. Wang, T. Qu

      chapter |10 pages

      Catania metro tunnel: Advancement and wear predictive models suitability in EPB excavation through variable mixed-face conditions

      ByV. Lo Faro, E. Nuzzo, E. Chimenti, G. Brino, A. Alvarez-Merayo

      chapter |8 pages

      Explosive spalling in reinforced concrete tunnels exposed to fire: Experimental assessment and numerical modelling

      ByF. Lo Monte, R. Felicetti, A. Meda, A. Bortolussi

      chapter |9 pages

      Alternative umbrella arches: The use of composite pile roofs

      ByF. Lopez, F. von Havranek, G. Severi

      chapter |10 pages

      Long-term durability analysis and lifetime prediction of PVC waterproofing membranes

      ByA. Luciani, C. Todaro, D. Martinelli, A. Carigi, D. Peila, M. Leotta, E. Dal Negro

      chapter |11 pages

      An innovative approach in tunnel planning and construction through 30 years of experience

      ByP. Lunardi, G. Cassani, A. Bellocchio, M. Gatti, F. Pennino

      chapter |13 pages

      The design approach of cut & cover excavation in hyperbaric condition applied for Napoli/Cancello high speed railway

      ByG. Lunardi, G. Cassani, A. Bellocchio, C. Nardone, M. Cafaro, G. Ghivarello, R. Sorge, F. Carriero

      chapter |9 pages

      Innovative TBM transport logistics in the constructive lot H33 – Brenner Base Tunnel

      ByA. Lussu, C. Kaiser, S. Grüllich, A. Fontana

      chapter |10 pages

      Experiences from tunnel boring when hard-to-very hard rock with focus in performance predictions and cutter life assessments

      ByF.J. Macias

      chapter |7 pages

      A study of the analysis method of the cause of tunnel lining deformation using “TCI”

      ByK. Maeda, Y. Shigeta, S. Kaise, K. Maegawa, Y. Maeda, T. Ito, H. Yagi

      chapter |10 pages

      The present situation of countermeasure of heaving in the expressway of Japan

      ByK. Maegawa, T. Ito, S. Kaise, H. Yagi, S. Kunimura, Y. Okui

      chapter |10 pages

      Back analysis of ground settlements induced by TBM excavation for the north extension of Paris metro, line 12

      ByS. Mahdi, O. Gastebled, S. Khodr

      chapter |9 pages

      Addressing the radial joints behaviour of Steel Fibre Reinforced Concrete (SFRC) segments under concentrated loads

      ByM. Mangione, M. Ceccarelli, A. Pillai, C. Agostini

      chapter |10 pages

      Fiber glass and “green” special composite materials as structural reinforcement and systems; use and applications from Milan Metro, Brenner Tunnel up to high speed train Milan – Genoa

      ByG. Manuele, M. Bringiotti, G. Laganà, D. Nicastro

      chapter |9 pages

      Sequential excavation method – Single shell lining application for the Brenner Base Tunnel

      ByT. Marcher, T. Cordes, K. Bergmeister

      chapter |9 pages

      Water tightness by final lining with programmed waterproofing construction joints in conventional tunneling

      ByA. Marchioni, S. Miliziano

      chapter |10 pages

      Soil-building interaction in mechanized tunneling: A comparison of modeling approaches

      ByA. Marwan, A. Alsahly, M. Obel, P. Mark, G. Meschke

      chapter |8 pages

      Soil improvement in tunnel face using foam reagents in EPB TBM

      ByS.V. Mazein, A.N. Pankratenko, A.G. Polyankin, E.A. Sharshova

      chapter |10 pages

      Ventilation system for the excavation of 4 tunneling faces with “Plenum” metallic tank

      ByN. Meistro, F. Poma, U. Russo, F. Ruggiero, O. Urbano

      chapter |10 pages

      Big data and simulation – A new approach for real-time TBM steering

      ByG. Meschke, B.T. Cao, S. Freitag, A. Egorov, A. Saadallah, K. Morik

      chapter |9 pages

      Feasibility study of EPB shield automation using deep learning

      ByS. Mokhtari, M.A. Mooney

      chapter |13 pages

      A new approach for qualifying blasting works in underground

      ByP. Montagneux, P. Bouffard Vercelli

      chapter |10 pages

      Line C in Rome: Strain measurements in precast TBM lining segments using embedded Smart Wireless Monitoring System

      ByS. Moretti, M. Leonardi, E. Romani, I. Mammone

      chapter |11 pages

      The Rijnlandroute bored tunnel – Continuously improving the mechanized tunneling process

      ByH. Mortier, M. Brugman, B. Peerdeman, T. Schubert

      chapter |10 pages

      An experimental study on the post-cracking behavior of Polypropylene Fiber Reinforced Concrete core samples drilled from precast tunnel segments

      ByA. Mudadu, G. Tiberti, A. Conforti, I. Trabucchi, G.A. Plizzari

      chapter |11 pages

      Design recommendations for fibreglass reinforced tunnel softeyes

      ByS. Munn, J. Hudler, M. Alexander

      chapter |10 pages

      Fire resistant high strength concrete concept for inner tunnel linings at the Brenner Base Tunnel

      ByR. Murr, K. Bergmeister

      chapter |10 pages

      Practical experience from the installation of a one-pass lining in Doha’s deep tunnel sewer system

      ByA.M. Najder Olliver, T. Lockhart, A. Azizi, K.G. Singh

      chapter |10 pages

      Assessment of post-blast damage zones in tunneling operations through measurement while drilling records

      ByJ. Navarro, P. Segarra, J.A. Sanchidrián, R. Castedo, L.M. Lopez

      chapter |9 pages

      Maintenance of subway tunnel by using maintenance indicator

      ByS. Nemoto, S. Konishi, S. Ito, N. Imaizumi, T. Miura, Y. Enokidani, D. Ogawa, K. Fukunaka

      chapter |10 pages

      Robust segmental lining design combining steel fiber reinforced concrete and traditional reinforcement

      ByG.E. Neu, V.E. Gall, G. Meschke

      chapter |6 pages

      Design of steel fiber reinforced concrete segment with curved radial joints

      ByS.S. Nirmal

      chapter |8 pages

      Development and application of the next generation TBM equipped with conventional tunneling mode

      ByK. Nishioka, A. Shigenaga, A. Yokoo, Y. Kitamura

      chapter |10 pages

      The presumed relationship between an accident on the surface and the NSS tunnel

      ByM.H.B. Oliveira

      chapter |5 pages

      Fully integrated BIM in Norwegian Railway project

      ByS.R. Olsen

      chapter |9 pages

      Real – Time displacement control using expansive geopolymers with Fibre Optic Sensing monitoring: Field trial at Thames Tideway West, London

      ByM. Palaiologou, S. Psomas, C. Kechavarzi, X. Xu

      chapter |7 pages

      New methodology to safely install steel ribs in conventional tunnel – A14 Motorway

      ByF. Palchetti, P. Mazzocchi, G. Giacomin, M. Maffucci, P. Bernardini

      chapter |10 pages

      Recent developments towards autonomous tunneling and mining machinery

      ByT. Peinsitt, H. Haubmann, H. Kargl, C. Kary

      chapter |11 pages

      Interoperability between BIM models and 4.0 approach: Theoretical models and practical cases

      ByK. Pini, G. Cataldi, G. Faini, E. Piantelli, G. Lunardi, N. Faccioli, I. Menegola, P. Sattamino

      chapter |11 pages

      The management of the soil conditioning process for the excavation of the Rome Metro C line

      ByM. Pirone, F. Carriero, R. Sorge, D. Sebastiani, S. Miliziano, V. Foti

      chapter |10 pages

      Hybrid lining segments – bearing and fracture behavior of longitudinal joints

      ByS. Plückelmann, R. Breitenbücher

      chapter |7 pages

      Relieving shotcrete and other linings from pressure with innovative drainage solution

      ByJ.R. Poulsen

      chapter |11 pages

      Service limit state design for pressurised steel fibre reinforced concrete tunnel linings

      ByS. Psomas

      chapter |11 pages

      Design and construction of permanent steel fibre reinforced sprayed concrete lining shafts for Thames Tideway West Project UK

      ByS. Psomas, P. Coppenhall, M. Rimes, D. Brown, E. Cheevers

      chapter |10 pages

      De-bonding of shotcrete linings at the substrate boundary

      ByS.G. Reid, E.S. Bernard

      chapter |10 pages

      Eurasia Tunnel – Construction features of a tunnel under severe pressure conditions in high seismic area

      ByG. Rinaldi, P. Cuppone, A. Turi

      chapter |10 pages

      TBM data processing for performance assessment and prediction in hard rock

      ByA. Rispoli, A.M. Ferrero, M. Cardu

      chapter |10 pages

      Building information management for tunneling

      ByF. Robert, A. Rallu, C. Dumoulin, N. Delrieu, M. Rives, M. Beaufils

      chapter |9 pages

      Rehabilitation of the slab under the Mont Blanc Tunnel roadway

      ByN. Rogès, F. Bertino, E. Clayton, G. Rakoczy, G. Schwarshaupt, M. Cipollone

      chapter |9 pages

      Load and resistance factor design coefficient calibration for tunnel design in Buenos Aires

      ByL.A. Roldan, G. Dankert, J.M. Santa Cruz, L. Sambataro, R. Bertero

      chapter |8 pages

      Steel fibre reinforced concrete for the future of tunnel lining segments – A durable solution

      ByB. Rossi, S. Wolf

      chapter |9 pages

      Logistic challenges for TBM operation during Sofia Metro Line 3 extension

      ByN. Rubiralta, Á. Hernández, S. Ergut, A. Shaban

      chapter |10 pages

      An innovative method of large space underground construction in soft and shallow ground using concrete arch pre-supporting system

      ByM.H. Sadaghiani

      chapter |5 pages

      Passive fire protection for road tunnel structures

      ByK.M. Sakkas, N. Vagiokas, M. Panias, D. Panias

      chapter |10 pages

      Comparative study on shotcrete performance in tunnels based on different constitutive approaches

      ByG.G. Saldivar, F.A. Sánchez

      chapter |10 pages

      Advanced constitutive modelling for the approach of real shotcrete performance in tunnels

      ByF.A. Sánchez, G.G. Saldivar

      chapter |10 pages

      Tunnel inspection with high-performance devices. Methodology

      ByF. Sánchez-Domínguez, J.A. Ramos-García, Álvaro Barbolla-Díaz, E. Calvo-Haro, T. Vitti, Q. Vitti

      chapter |10 pages

      Preliminary test of an innovative pre-convergence monitoring tool for traditional tunnels

      ByR. Savi, A. Valletta, E. Cavalca, A. Carri, A. Segalini

      chapter |10 pages

      The use of artificial intelligence for a cost-effective tunnel maintenance

      ByO. Schneider, A. Prokopová, F. Modetta, V. Petschen

      chapter |10 pages

      Design of the support medium for Slurry Pressure Balance (SPB) shield tunnelling in demanding ground conditions

      ByB. Schoesser, M. Straesser, M. Thewes

      chapter |8 pages

      Development of a test setup for the simulation of the annular gap grouting on a semi technical scale

      ByC. Schulte-Schrepping, R. Breitenbücher

      chapter |8 pages

      Two-component grouts with alkali-activated binders

      ByC. Schulte-Schrepping, R. Breitenbücher

      chapter |11 pages

      Tuen Mun – Chek Lap Kok Link in Hong Kong – Innovative solutions for construction of an outstanding Subsea Tunnel

      ByA. Schwob, F. Guedon, B. Combe, T. Lockhart

      chapter |8 pages

      Tunnel deformation evaluation by Mobile Mapping System

      ByY. Shigeta, K. Maeda, H. Yamamoto, T. Yasuda, S. Kaise, K. Maegawa, T. Ito

      chapter |8 pages

      Probabilistic modelling of fibre reinforced shotcrete

      ByA. Sjölander, A. Ansell

      chapter |9 pages

      The Tunnel Laser Scanner technique: Applications to the road tunnels monitoring

      ByC. Sorce, L. Cedrone, A. Lattanzi

      chapter |10 pages

      BIM implementation – Brenner Base Tunnel project

      ByR. Sorge, D. Buttafoco, J. Debenedetti, A. Menozzi, G. Cimino, F. Maltese, B. Tiberi

      chapter |10 pages

      Concrete final lining inspection procedure and case study

      ByC. Steiakakis, S. Delmadorou, A. Simopoulos

      chapter |10 pages

      Building information modeling in Warsaw metro extension project

      ByL.J. Szczepaniak, F. Bizzi, R. Sorge

      chapter |10 pages

      Concrete lining covered with an outer compressible layer applied to tunnels in viscoplastic rocks

      ByR. Taherzadeh, E. Boidy, H. Ouffroukh

      chapter |10 pages

      Material properties and construction performance of ultra-high strength sprayed concrete

      ByH. Takeda, T. Kawaguchi, H. Yoshimoto, S. Fujiwara, K. Sato

      chapter |9 pages

      Influence of consistency index on soil conditioning in EPB-TBM tunneling

      ByS. Tarigh Azali, E. Khorasani, J. Hassanpour

      chapter |10 pages

      Use of robots in road tunnel inspection

      ByH. Terato, S. Yasui, Y. Nitta, T. Masu

      chapter |9 pages

      Realisation of a single-shell drained segmental tunnel lining by means of a water-permeable annular gap fill

      ByC. Thienert, D. Edelhoff, E. Kleen, N. Hörlein

      chapter |10 pages

      Glass Fibre Reinforced Plastic (GFRP) permanent rockbolts

      ByA.H. Thomas

      chapter |14 pages

      Two component backfilling in shield tunneling: Laboratory procedure and results of a test campaign

      ByC. Todaro, L. Peila, A. Luciani, A. Carigi, D. Martinelli, A. Boscaro

      chapter |11 pages

      Digital twin of tunnel construction for safety and efficiency

      ByR. Tomar, J. Piesk, H. Sprengel, E. Isleyen, S. Duzgun, J. Rostami

      chapter |10 pages

      Investigation on the geotechnical properties of a chemically conditioned spoil from EPB excavation, a case study

      ByP. Tommasi, P. Lollino, A. Di Giulio, G. Belardi

      chapter |9 pages

      Flexural behavior of precast tunnel segments reinforced by macro-synthetic fibers

      ByI. Trabucchi, A. Conforti, G. Tiberti, A. Mudadu, G.A. Plizzari, R. Winterberg

      chapter |8 pages

      Immersive tunnel monitoring by data driven navigation in 3D

      ByC. Traxler, G. Hesina, K. Chmelina

      chapter |8 pages

      Investigation of deformation of shield tunnel based on large-scale model test

      ByK. Tsuno, K. Kinoshita, T. Ushida

      chapter |10 pages

      Construction of bifurcations of underground urban expressway

      ByK. Uchiumi, K. Matsubara, T. Takahama, T. Fujii, A. Nishimori

      chapter |10 pages

      Riachuelo Lote 3 – Innovative method for the construction of the sea outfall

      ByN. Valiante, M. Martini, L. Gaggioli

      chapter |9 pages

      Innovation through in-situ machining for repair and maintenance of silt flushing tunnel gates of underground Nathpa Jhakri Hydro Power Station (1500 MW), India

      ByL.M. Verma, R. Kumar, A. Kumar, S.R. Sood

      chapter |10 pages

      Stability analysis for tunnel faces supported by means of polymer solutions

      ByR. Verst, M. Pulsfort

      chapter |10 pages

      The development and in-situ use of fiber optic continuous strain monitoring for tunnel support elements

      ByN. Vlachopoulos, B. Forbes

      chapter |10 pages

      Microtunnelling in South Africa – a competitive solution

      ByP. Vorster, M. Wainstein, H.J. Tluczek

      chapter |10 pages

      Study on pull-out test of longitudinal joints of shield tunnel

      ByQ. Wang, P. Geng, G. Zeng, X. Guo, X. Tu, X. Zhang, F. Li, M. Xiao

      chapter |9 pages

      A multiscale modelling method for crack propagation of shield tunnel lining

      ByF.Y. Wang, H.W. Huang

      chapter |7 pages

      Real-time sensing technology of excavated material in earth pressure balanced shield tunnelling construction

      ByQ. Wang, X. Xie, B. Zhou, Z. Huang

      chapter |10 pages

      3D simulations for the Brenner Base Tunnel considering interaction effects

      ByT. Weifner, K. Bergmeister

      chapter |8 pages

      Artificial neural networks in streamlining serviceability assessment of single shell TBM tunneling

      ByR. Wenighofer, R. Galler

      chapter |10 pages

      Digitalization of data management and quality assurance in ground and tunneling works

      ByL. Winkler, P. Maroschek, F. Weber, M. Ouschan

      chapter |10 pages

      New advancement in durable segments for combined sewer overflow tunnels, USA

      ByR. Winterberg, M.R. Garbeth

      chapter |10 pages

      Intelligent attitude control during shield tunneling in soft soils based on big data

      ByB. Wu, M. Hu, W. Xu, P. Dong, B. Xue

      chapter |12 pages

      The composite lining total safety factor design method and cases study

      ByMingqing Xiao, Chen Xu

      chapter |8 pages

      Pressure infiltration of sandy foam during EPB shield tunnelling in saturated sand

      ByT. Xu, A. Bezuijen, Z. Lu

      chapter |12 pages

      Research on new prefabricated technology of metro station

      ByX.R. Yang, M.Q. Huang, F. Lin

      chapter |6 pages

      Seismic deformation method for longitudinal bending deformation of underground structure

      ByN. Yasuda, T. Asakura

      chapter |9 pages

      Site assembly technologies of super-large slurry TBM

      ByL. Ye, D.J. Wang, K.W. He, G.W. Gu, C. Ye, J. Wang

      chapter |9 pages

      A BIM-based emergency analysis method and application for utility tunnel

      ByG. Yu, Z. Mao, M. Hu, L. Shi

      chapter |8 pages

      Numerical simulation and case analysis of new construction method for multi-arch tunnel

      ByJ. Zhai, X. Xie

      chapter |8 pages

      Experimental study on a novel fire-protection cement-based composite material for tunnel linings

      ByT. Zhang, Z. Yan, Z. Xiao, H. Zhu

      chapter |8 pages

      Deep learning-based instance segmentation for water leakage defects of Metro Shield Tunnel

      ByS. Zhao, H. Huang

      chapter |10 pages

      Rectangular TBM application in utility tunnel

      ByK.T. Zheng, X.J. Zhuo, Y.L. Feng, J. Zhang, S.L. Cheng

      chapter |10 pages

      Shield machine cutterhead tools real-time wear monitoring system

      ByX.J. Zhuo, Y.T. Lu, L. Ye, H. Sun

      part |2 pages

      Long and deep tunnels

      chapter |10 pages

      Long and deep single shield TBM in very complicated geology under the Alps. Saint Martin La Porte

      ByC. Acquista, G. Giacomin, F. Martin, G. Comin

      chapter |10 pages

      Experimental setup for studying tunnels in squeezing ground conditions

      ByK. Arora, M. Gutierrez, A. Hedayat

      chapter |6 pages

      Brenner Base Tunnel – challenges of gripper TBM application for the 15 km long exploratory tunnel Ahrental in challenging rock mass

      ByK. Bäppler, M. Flora

      chapter |9 pages

      Risk management for the Brenner Base Tunnel

      ByK. Bergmeister

      chapter |11 pages

      The second Gotthard tunnel tube

      ByG. Biaggio, V. Kumpusch

      chapter |8 pages

      Dubai Strategic Sewerage Tunnel – challenges to infrastructure at unprecedented depths in the region

      ByD. Brancato, A. Ayoubian, M. Joye, G. Monks, F.A. Al Awadhi, J. Tharamapalan

      chapter |10 pages

      The hugest and more complex belt conveyor system in the longest tunnel under construction in the world: Brenner Base Tunnel

      ByM. Bringiotti, S. Portner, V. Grasso, E.R. Vitale

      chapter |10 pages

      CERN (HL-LHC): New underground & surface structures at Point 1 & Point 5

      ByA. Canzoneri, J. Amiot, F. Rozemberg, D. Merlini, F. Gianelli, G. Como, F. De Salvo, C. Helou, L.A. Lopez, P. Mattelaer

      chapter |9 pages

      Specificities of the underground structure design of Cigéo. Presentation of the constrains and construction phasing stages of “Phase 1”

      ByG. Champagne De Labriolle, H. Ouffroukh, E. Boidy, H. Miller

      chapter |10 pages

      Engineering challenges of the Snowy 2.0 pumped storage project

      ByB. Chapman, M. Yee, A.R.A. Gomes

      chapter |7 pages

      Brenner Base Tunnel, construction lot Mules 2–3. Production management and site logistics organization

      ByS. Citarei, M. Secondulfo, D. Buttafoco, J. Debenedetti, F. Amadini

      chapter |11 pages

      Challenging mixed face tunneling at India’s Sleemanabad Carrier Canal

      ByJ. Clark

      chapter |9 pages

      Experimental determination and plausibility proof of the longitudinal displacement profile for deep tunnels for case studies at the Brenner Base Tunnel

      ByT. Cordes, C. Reinhold, K. Bergmeister, B. Schneider-Muntau, I. Bathaeian

      chapter |9 pages

      Performance of hard rock double shield TBM in tailrace tunnel of Uma Oya project, Sri Lanka

      ByH. Darabi Kelareh, A. Rahbar Farshbar, A.H. Hosseini, F. Foroutan, D. Dodangeh

      chapter |10 pages

      Lining stresses in a TBM-driven tunnel: A comparison between numerical results and monitoring data

      ByV. De Gori, A. De Lillis, S. Miliziano

      chapter |10 pages

      Numerical back-analysis of the Fréjus road tunnel and of its safety gallery

      ByM. De la Fuente, J. Sulem, R. Taherzadeh, D. Subrin

      chapter |10 pages

      Influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils

      ByC. Di Prisco, L. Flessati, G. Cassani, R. Perlo

      chapter |10 pages

      Optimum tunnel system with regard to the entire lifecycle for long rail tunnels

      ByH. Ehrbar, C. Tannó, H.-P. Vetsch

      chapter |11 pages

      Mechanized tunnel excavation of lot KAT2 of the Koralm-Tunnel, Austria: Achievements and lessons learned

      ByD. Fabbri, R. Crapp, H. Hölzl, H. Wagner

      chapter |9 pages

      The Susa-Bussoleno Interconnection Tunnel

      ByA. Farinetti, P. Elia, M.E. Parisi, E. Gueli

      chapter |10 pages

      TBM steering difficulties. Innovative equipments: Strand jack and self retaining systems

      ByA. Finamore, G. Bellizzi

      chapter |10 pages

      Risk assessment in the unlocking of the double shield TBM within the Los Condores project, Chile

      ByA. Focaracci, M. Salcuni

      chapter |10 pages

      Back-calculation model for instantaneous TBM cutter wear

      ByH.I. Frostad, A. Bruland, P.D. Jakobsen, F.J. Macias

      chapter |10 pages

      Brenner Base Tunnel, Italian Side: Construction methods for a railway 22 km long tunnel

      ByS. Fuoco, R. Zurlo, M. Moja, E.M. Pizzarotti

      chapter |11 pages

      Presentation of the successful crossing by the “Federica” TBM of a geological accident in Saint-Martin-la-Porte construction site

      ByF. Gamba, E. Hugot, P. Gilli, C. Salot, G. Giacomin

      chapter |10 pages

      Use of expanded clay as annular gap filling. Design and application at the Brenner Base Tunnel

      ByF. Gasbarrone, A. Oss, L. Ziller, D. Buttafoco, J. Debenedetti

      chapter |10 pages

      The Brenner Base Tunnel: Back-analyses of excavation data and TBM parameters in the Aicha-Mules exploratory tunnel

      ByG.M. Gaspari, K. Bergmeister

      chapter |10 pages

      Constrains, design and construction methods of the Cigéo five deep shafts

      ByC. Gaudry, H. Ouffroukh, L. Moscone, R. Taherzadeh

      chapter |8 pages

      Special intersection formworks for cast in situ with cross vault shape

      ByM. Granata

      chapter |9 pages

      Extreme ingress: Managing high water inflows in hard rock TBM tunneling

      ByB. Grothen, D. Kough

      chapter |11 pages

      Numerical investigations on the system behaviour of a ductile shotcrete lining with yielding elements

      ByA.-L. Hammer, M. Thewes

      chapter |11 pages

      Optimizing TBM cutterhead design for application in very strong and abrasive rocks, case study of Kerman Water Tunnel

      ByJ. Hassanpour, J. Rostami, Y. Firouzei, H.R. Tavakoli

      chapter |10 pages

      Key construction technology of Long Metro Subsea Tunnel in complex site conditions

      ByW. He, C. Song, B. Du

      chapter |6 pages

      Excavations of the Povazsky Chlmec highway tunnel in Slovakia

      ByM. Hilar, M. Srb

      chapter |9 pages

      Requirements and methods for geometric 3D modelling of tunnels

      ByM. Hofmann, R. Glatzl, K. Bergmeister, Š. Markič, A. Borrmann

      chapter |10 pages

      Brenner Base Tunnel – Key aspects of the guide design

      ByR. Insam, W. Eckbauer, T. Gangkofner, K. Matt

      chapter |8 pages

      Brenner Base Tunnel – an example of planning and implementation of project optimizations

      ByR. Insam, W. Eckbauer, D. Zierl, M. Ebner

      chapter |9 pages

      Brenner Base Tunnel – interaction between underground structures, complex challenges and strategies

      ByR. Insam, R. Wahlen, G. Wieland

      chapter |10 pages

      Logistic management in the longest drives of the Mont Cenis Base Tunnel

      ByM. Janutolo Barlet, G. Seingre, P. Bourdon, M. Zampieri, E. Humbert, C. Pline

      chapter |8 pages

      Varies challenges for a new railway connection between Divača and Koper, Slovenia

      ByP. Jemec, D. Dvanajščak, E. Škerbec

      chapter |11 pages

      The feeder 9, River Humber, replacement pipeline project, United Kingdom

      ByS. Jukes

      chapter |9 pages

      Simulation of TBM operation to assess the impact of geology on the muck transportation

      ByA. Khetwal, J. Rostami, O. Frough

      chapter |7 pages

      Analysis of micro slurry TBM excavation parameters in subsea tunnel

      ByK.Y. Kim, H.H. Ryu, D.S. Bae, S.A. Jo

      chapter |10 pages

      Countermeasure of jammed TBM in rock tunnel excavation: Feedback from two cases study

      ByC.H. Lee, Y.C. Chiu, T.T. Wang

      chapter |9 pages

      Site observations and physical model tests of the friction coefficient between concrete-type element and foundation layer for immersed tunnel

      ByM. Lin, W. Lin, X. Wang

      chapter |10 pages

      The Montcenis base tunnel: How to turn project environmental constraints into opportunities

      ByS. Lione, L. Brino, P. Grieco, L. Pinchiaroglio, A. Mordasini

      chapter |8 pages

      Anisotropic convergence of tunnels in squeezing ground: The case of Saint-Martin-la-Porte survey gallery

      ByY. Liu, J. Sulem, D. Subrin, E. Humbert

      chapter |10 pages

      Overcoming extreme tunneling conditions on Vietnam’s longest tunnel

      ByS. Log, B. Li, P.N. Madhan

      chapter |10 pages

      Maly Lubon road tunnel: The case of a full-face excavation of a very large tunnel in the Carpathian Flysch, Poland

      ByA. Lombardi, A. De Pasquale, V. Capata

      chapter |11 pages

      Milan to Genoa high speed/capacity railway: The Italian section of the Rhine-Alpine corridor

      ByP. Lunardi, G. Cassani, A. Bellocchio, N. Meistro

      chapter |10 pages

      Cravasco jobsite optimization for the management of narrow spaces: Underground crushing plant and suspended conveyor belt

      ByP. Mancuso, U. Russo, A. Fossati, O. Urbano, L. Russo, A. Filice

      chapter |10 pages

      Brenner Base Tunnel, Italian Side: Mining methods stretches – design procedures

      ByD. Marini, R. Zurlo, M. Rivoltini, E.M. Pizzarotti

      chapter |7 pages

      Lessons from adverse geological occurrences during excavation in Rohtang tunnel, India

      ByP. Mehra

      chapter |10 pages

      Hydrogeological, environmental and logistical challenges for TBM excavation in the longest tunnel in the Italian territory

      ByN. Meistro, S. Caruso, A. Mancarella, M. Ricci, L. Di Gati, A. Di Cara

      chapter |10 pages

      Surveying methods and geodetic control in long railway tunnels construction

      ByN. Meistro, L. Surace, R. Maseroli, A. Mancarella, M. Vantini

      chapter |13 pages

      The Gronda Motorway by-pass at Genoa: Underground works east of the Polcevera River

      ByP. Mele, A. Raschillà, L. Mancinelli, C. Silvestri, A. Damiani, M. Agosti

      chapter |10 pages

      Ismailia: The first tunnels to be constructed under the Old and New Suez Canals – a case history

      ByG.L. Menchini, M. Liti

      chapter |10 pages

      Brenner Base Tunnel, Lots Mules, 2–3 (Italy): The emergency stop in Trens

      ByD. Merlini, M. Falanesca, D. Stocker, A. Voza

      chapter |11 pages

      Experiences of tunnels subject to earthquake in central Italy

      ByA. Micheli, L. Cedrone, A. Andreacchio, S. Pelizza

      chapter |10 pages

      Tunneling challenges in Himalayas: A case study of Head Race Tunnel of 720 MW Mangdechhu Hydro-Electric Project, Bhutan

      ByA.K. Mishra, I. Ahmed

      chapter |6 pages

      Study on cracks in concrete lining based on inspection records on tunnel

      ByT. Miyaji, H. Hayashi, M. Shinji, S. Kaise, S. Morimoto

      chapter |9 pages

      Study on deformation and failure behavior of mountain tunnel linings which consist of various materials

      ByM. Mizutani, K. Yashiro

      chapter |9 pages

      Developing cross passages and safety niches in a rationalized way using remote controlled demolition robots

      ByC. Montorfano, R. Giti Ruberto

      chapter |10 pages

      Mixed Ground TBM tunneling

      ByR.M. Myrlund, H.I. Frostad, P.D. Jakobsen, F.J. Macias

      chapter |10 pages

      Design of countermeasure for squeezing and swelling in mountain tunnel

      ByY. Okui, S. Kunimura, H. Ota, K. Maegawa, T. Ito, S. Kaise, H. Yagi, K. Nishimura, N. Isago

      chapter |8 pages

      Tunnel T-48: A challenge in India

      ByA. Panciera

      chapter |10 pages

      Assessments on the TBM performance at the Minas-San Francisco Hydropower Project in Ecuador

      ByK.K. Panthi, J. Encalada

      chapter |10 pages

      Shotcrete lining installed from an open gripper TBM remedial works

      ByG. Peach, B. Ashcroft, R. Amici, J. Mierzejewski

      chapter |7 pages

      Long and deep hard rock double shield TBM under the Alps. Base Brenner Tunnel Mules 2-3

      ByP. Pediconi, M. Maffucci, G. Giacomin

      chapter |10 pages

      Empirical and numerical analysis of the blast - induced structural damage in rock tunnels

      ByP. Perazzelli, C. Soli, D. Boldini

      chapter |10 pages

      BBT, Lot Mules 2–3. Management of data gained by the pilot tunnel drive for the twin main tubes

      ByM. Pescara, M. Spanò, N. Della Valle, R. Sorge, G. Giacomin, D. Buttafoco, M. Masci, E. Nuzzo

      chapter |9 pages

      Measurements of long time lining strain in creeping rock mass and modelling with viscoplastic laws

      ByR. Plassart, O. Gay, A. Rochat, A. Saïtta, F. Martin

      chapter |9 pages

      Polcevera Adit – getting unstuck on EPB-TBM in squeezing rock

      ByF. Poma, U. Russo, F. Ruggiero, L. Lampiano

      chapter |9 pages

      Sealing of huge water ingress in headrace tunnel of Uma Oya Project, Sri Lanka

      ByA. Rahbar Farshbar, A.H. Hosseini

      chapter |12 pages

      Challenges of designing a Tunnel Boring Machine (TBM) for development of underground structures on the Moon

      ByJ. Rostami, C. Dreyer, R. Duhme, B. Khorshidi

      chapter |7 pages

      Problems associated with an EPB-TBM in a complex geology with serpentinites and peridotites in Turkey

      ByM. Sakalli, D. Talu, N. Bilgin, I.H. Aksoy

      chapter |10 pages

      A new underground laboratory for exploring the deep universe: The design of a third generation of a gravitational waves observatory

      ByL. Schiavinato, P. Mazzalai, G. Gemme, G. Losurdo, M. Punturo, A. Paoli, F. Ricci, E. Calloni, G. Oggiano, M. Carpinelli

      chapter |7 pages

      Cost analysis of mine roadways driven by drilling and blasting method and a roadheader

      ByO. Su, M. Akkaş

      chapter |10 pages

      A softening damage-based model for the failure zone around deep tunnels in quasi-brittle claystone

      ByE. Trivellato, A. Pouya, M.-N. Vu, D.M. Seyedi

      chapter |10 pages

      The use of Integrated Big Data software management systems on a complex TBM project. The Follo Line Project data analysis

      ByF. Vara Ortiz de la Torre

      chapter |10 pages

      Brenner Base Tunnel, Italian Side, Lot Mules 2–3: Risk management procedures

      ByA. Voza, R. Zurlo, S. Bellini, E.M. Pizzarotti

      chapter |7 pages

      Evaluation of excavation method for silo-shaped deep large waste repository underground cavern

      ByK. You, C. Park, J. Park

      chapter |10 pages

      Real behavior of shotcrete primary lining in squeezing rock mass: The experience at the Brenner Base Tunnel

      ByL. Ziller, S. Fuoco

      chapter |10 pages

      Tunnel costs related to the quality of the rock mass

      ByR. Zurlo, S. Fuoco, M. Loffredo, A. Marottoli

      chapter |10 pages

      The role of construction logistics for long and deep tunnels: The model of the Mules 2-3 construction lot for the Brenner Base Tunnel

      ByR. Zurlo, R. Di Bella, E. Rughetti

      part |2 pages

      Public communication and awareness

      chapter |7 pages

      Designing a sustainable railway infrastructure: Envision protocol and the carbon footprint

      ByN. Antonias

      chapter |7 pages

      Best practice of communication for a complex transnational project – The Brenner Base Tunnel

      ByK. Bergmeister

      chapter |9 pages

      The Naples Line 6 underground metro system works: From the feasibility study to the construction

      ByO. Carbone, G. Molisso, S. Riccio

      chapter |9 pages

      TELT and the tunnel art work project

      ByM. Virano, L. Beatrice, G. Dati, G. Avataneo

      part |2 pages

      Risk management, contracts and financial aspects

      chapter |10 pages

      Shallow TBM launch – alternative to cut and cover

      ByW. Angerer, A.M. Haimoni, A. Ozturk, V. Tellioglu

      chapter |10 pages

      The potential for use of the observational method in tunnel lumpsum contracts

      ByA. Antiga, M. Chiorboli, U. De Luca

      chapter |10 pages

      Extension of Milan’s metro line M1: More than 10 meters of water table increase and two fails of the contracting companies: How to manage this contract

      ByA. Antonelli, G. Galeazzi, A. Bortolussi

      chapter |11 pages

      Evolution of risk management during an underground project’s life cycle

      ByA. P. F. Bourget, E. Chiriotti, E. Patrinieri

      chapter |11 pages

      Hydropower tunnel failures: Risks and causes

      ByD. Brox

      chapter |10 pages

      A general risk management approach: The result of integration between the semi-quantitative and quantitative methods

      ByP. Caiazzo, M. Ciarniello, M. Ponte, M. Foresta

      chapter |10 pages

      The Isarco River underpass at Brenner Base Tunnel: Main aspects of work supervision in a challenging design solution

      ByB. Carta, A. Pigorini, A. Bertotti, R. Palla, G. Albani

      chapter |8 pages

      Hydrogeological Excavation Code, a value added methodology for water safeguarding

      ByM. Coli, L. Martelli, P. Staffini

      chapter |10 pages

      Bart Silicon Valley Phase II – integrated cost & schedule life-cycle comparative risk analysis of single-bore versus twin-bore tunneling

      ByK. Davey, A. Moergeli, J.J. Brady, S.A. Saki, R.J.F. Goodfellow, A. Del Amo

      chapter |11 pages

      Risk management process applied on design and construction of deep stations and TBM tunnel: Analysis and actions to mitigate potential impacts on buildings during the Line 6 underground metro system works, Naples

      ByA. Di Luccio, M. Mele, G. Molisso

      chapter |9 pages

      Transposition into national law of the new EU public procurement directives and the impact on subsurface construction contracts – the Portuguese case

      ByG. Diniz-Vieira, R. Pistone, F. Melâneo, C. Baião

      chapter |7 pages

      The Geotechnical Baseline Report in the new FIDIC Emerald Book – suggested developments

      ByG. Ericson

      chapter |6 pages

      Risk allocation in the FIDIC forms of contract, and the Emerald Book’s place in the Rainbow Suite

      ByH. Ertl

      chapter |8 pages

      A new approach to fire safety in Dutch tunnels

      ByH.M. Hendrix

      chapter |9 pages

      Risk engineering surveys: A project’s lifecycle risk management tool with multilateral merits and tangible benefits for insurers and all project stakeholders

      ByT. Konstantis

      chapter |9 pages

      The role of the Engineer in the Emerald book

      ByJ. Maclure

      chapter |7 pages

      Contractual time for completion adjustment in the FIDIC Emerald Book

      ByA. Marulanda, M. Neuenschwander

      chapter |9 pages

      Managing a large-scale engineering project: Standards, methods and technologies

      ByO. Mazza, A. Selleri

      chapter |10 pages

      Managing a complex rail construction project: The new Milan-Genoa high speed/high capacity line

      ByG. Morandini, P. Quarantotto, A. Marcenaro, V. Gabrieli, V. Capotosti

      chapter |10 pages

      The claims, dispute avoidance and dispute resolution procedure in the new FIDIC Emerald Book

      ByC. Nairac

      chapter |8 pages

      Measuring the excavation and lining in the Emerald Book

      ByM. Neuenschwander, A. Marulanda

      chapter |9 pages

      Regulatory framework and railway safety approval procedures in a bi-national context – the example of the Montcenis base tunnel

      ByP. Poti, A. Chabert

      chapter |11 pages

      A review on the risk analysis and construction claims in Tehran underground projects

      ByS.M. Pourhashemi, S. Tarigh Azali, M. Ghorbani, E. Khorasani

      chapter |9 pages

      Integrating risk management in underground works: The French experience and AFTES Recommendations

      ByM. Pré, E. Chiriotti, G. Hamaide, J. Piraud

      chapter |7 pages

      A model for fair compensation of construction costs in TBM tunneling: A novel contribution

      ByN. Radončić, W. Purrer, K. Pichler

      chapter |10 pages

      The new Bözberg Tunnel (Switzerland) – risk management and auxiliary measures for the TBM break-through

      ByM. Ramoni, R. Gallus, R. Iten

      chapter |10 pages

      Risk management in metro contract procurement procedures. The French example

      ByM. Russo, M.L. Rew, M. Sénéchal

      chapter |12 pages

      Alternative project delivery based on a risk-based probabilistic approach

      ByP. Sander, M. Spiegl, J. Reilly, D. Whyte

      chapter |10 pages

      Development of a cost model for a more exact estimation of the construction costs of tunnels

      ByM. Thewes, P. Hoffmann, G. Vollmann, I. Kaundinya, A. Lehan

      chapter |4 pages

      Resolution of a contractual dispute for tunnel excavation

      ByP. Torta, M. Tutinelli, L. Perino, S. Porrello

      chapter |11 pages

      Analysis of contractual approaches in Italian railway tunnels

      ByL. Zaccaria, R. Ferro

      part |12 pages

      Safety in underground construction

      chapter |8 pages

      Tunnel inspection analysis based on the crack progression of the change by Tunnel-lining Crack Index (TCI) for road tunnel

      ByH. Aio, H. Hayashi, M. Shinji, T. Nakamura, S. Yamada, S. Morimoto

      chapter |9 pages

      The stresses and safety of the final lining structures in bored tunnels in case of fire

      ByT. Alberini, E. Cartapati

      chapter |9 pages

      Reducing the monotonous design in the worlds deepest and longest sub-sea road tunnel Rogfast, Norway

      ByT. Andersen, J. Braa

      chapter |10 pages

      Practical guidelines for shotcrete work close to blasting and vibration in hard rock

      ByA. Ansell

      chapter |9 pages

      Risk assessment for maintenance planning in an old service tunnel

      ByN. Avagnina, G.W. Bianchi, E. Cena

      chapter |10 pages

      Innovative solutions for safety against firedamp explosions in small section EPB-TBM tunnelling

      ByA. Bandini, C. Cormio, P. Berry, M. Battisti, A. Lisardi, P. Bernardini, M. Urso

      chapter |10 pages

      The new Lugano tram underground station: An example to combine architectural requirements, serviceability and challenging geotechnical conditions

      ByG. Barbieri, P. Bassetti, A. Galli

      chapter |10 pages

      Civil engineering constraints on tunnel ventilation and safety

      ByM. Bettelini, A. Arigoni, S.S. Saviani

      chapter |10 pages

      Ventilation applied to fire safety in metro tunnels, Naples line 1 project

      ByM. Bramani, P. Fugazza

      chapter |10 pages

      Lercara tunnel on Palermo-Agrigento Railway Line, Italy: Tunnelling in presence of toxic and explosive gases and squeezing conditions

      ByN. Casagrande, M. Ricci, D. Commisso, G. Gallo

      chapter |10 pages

      ‘Terzo Valico dei Giovi’: Excavation of tunnels in asbestos bearing rock

      ByM. Comedini, A. Ferrari, F. Nigro, G. Petito

      chapter |9 pages

      Safety 2.0 – Engineered solution for a safer underground excavation. The BZEROTONDO Tunnel Support System

      ByA. Cullaciati, M. Bellavita, R. Perlo, K.G. Pini, C. Cormio

      chapter |12 pages

      Pavoncelli Bis water tunnel: Tunnel boring machine selection and safety standards for excavating in presence of methane

      ByR. D’Angelis, M. Maffucci, G. Giacomin, M. Secondulfo, F. Cichello

      chapter |10 pages

      CFD simulations of longitudinal ventilation of a road tunnel in congested traffic condition

      ByA. Dastan, M. Rahiminejad, M. Abbasi, O. Abouali

      chapter |9 pages

      Transverse ventilation system applied to unidirectional road tunnel: Practical case of S2 Tunnel in Warsaw

      ByN. Faggioni, F. Bizzi, M. Bringiotti

      chapter |10 pages

      Fire ventilation systems in a metro station equipped platform screen doors

      ByN. Faggioni, S. Franzoni, F. Devia

      chapter |9 pages

      Fire safety system design in double bore railway tunnels: Bologna city undercrossing for high speed line and recent experiences

      ByA. Falaschi, S. Miceli, A. Pigorini

      chapter |6 pages

      New generation of safety solutions for underground construction

      ByD. Faralli, G. Fioravanti, F. Bonifacio, C. Salvador

      chapter |7 pages

      Safety in the Italian railway tunnels

      ByP. Firmi, F. Iacobini, A. Pranno

      chapter |11 pages

      The methodology of quantitative risk analysis in the application of the Legislative Decree n.264/06

      ByA. Focaracci, G. Greco

      chapter |10 pages

      “Terzo Valico dei Giovi, Italy”: Safety and equipment innovative measures

      ByA. Focaracci, N. Meistro

      chapter |8 pages

      Investigation of the remaining life of an immersed tube tunnel in The Netherlands

      ByK.G. Gavin, W. Broere, M.S. Kovačević, K. de Haas

      chapter |10 pages

      Fire safety engineering and risk-based tunnel safety design approach

      ByS. Giua, L. Stantero

      chapter |8 pages

      Single-channel blowing-in longitudinal ventilation theory and its applicability analysis in road tunnel

      ByC. Guo, Z.-G. Yan, H.-H. Zhu

      chapter |7 pages

      Virtual reality for hazard assessment and risk mitigation in tunneling

      ByE. Isleyen, S. Duzgun, P. Nelson

      chapter |10 pages

      The convergence of all communication and data requirements onto a single IP backbone

      ByD. Kent, D. Edmonds

      chapter |8 pages

      Safety in construction of underground structures in complex geology of Tehri Pump Storage Project – successful implementation of safe working practices – a case study

      ByR.K. Khali

      chapter |10 pages

      Study on strength and deformation characteristics of early age shotcrete in tunnel cutting face

      ByN. Kikkawa, N. Hiraoka, K. Itoh, R.P. Orense

      chapter |8 pages

      Assessment of health condition and management system for road tunnel by inspection data in Japan

      ByS. Kimura, M. Nomura, T. Yasuda

      chapter |11 pages

      Constructing the Arncliffe ventilation connection – a case study from the WestConnex New M5 project

      ByA. Lippett, D.A.F. Oliveira

      chapter |10 pages

      The first huge pressurized ventilation system in the world, realized in Brenner, with heavy duty centrifugal fans

      ByN. Lucatelli, M. Bringiotti, F. Serra, A. Cicolani, E.R. Vitale

      chapter |11 pages

      Life safety applied in full face excavation

      ByP. Lunardi, G. Cassani, M. Gatti, A. Bellocchio, C.L. Zenti

      chapter |10 pages

      Excavation with traditional methods through geological formations containing asbestos

      ByN. Meistro, F. Poma, U. Russo, F. Ruggiero, C. D’Auria

      chapter |10 pages

      Ventilation of tunnels and cross-passages of the Ceneri Base Tunnel and similar projects

      ByS. Nyfeler, P. Reinke

      chapter |9 pages

      Novel safety concept at the Austrian construction lots of Brenner Base Tunnel

      ByE. Reichel, K. Bergmeister

      chapter |6 pages

      Damage assessment of final linings in metro tunnels due to fire action

      ByK.M. Sakkas, N. Vagiokas, A. Kallianiotis, G. Loupa

      chapter |7 pages

      The common operative rules for health and safety during the construction of base tunnel of Montcenis between France and Italy

      ByA. Sorlini, J. L. Borrel, H. Guirimand, B. Galla, M.G. Pregnolato, P. Picco, G. Porcellana, G. Cianfrani, C. Saletta

      chapter |10 pages

      A novel watcher system for securing works at tunnel face

      ByT. Tani, Y. Koga, T. Hayasaka, N. Honma

      chapter |10 pages

      How to refurbish a tunnel: Shop open or closed?

      ByB.A. van den Horn, A.M.W. Duijvestijn, C.S. Boschloo-van der Horst

      chapter |9 pages

      Excavation through contaminated ground by gasoline with EPB-TBM

      ByH.A. Yazici, M.B. Okkerman, C. Budak

      chapter |12 pages

      The design and evaluation of tunnel health monitoring system

      ByM. Yu, M. Hu, L. Zhou

      part |2 pages

      Strategic use of underground space for resilient cities

      chapter |6 pages

      Designing complex urban excavations and BIM: The story of the new underground bus terminal in Slussen – Stockholm

      ByM. Alzouby

      chapter |7 pages

      Investing in urban underground space – maximising the social benefits

      ByS. Bricker, L. von der Tann, E. Reynolds, C. Bocci, P. Salak

      chapter |10 pages

      The construction of the underground car park beneath the “San Giusto” hill, in a very delicate urban environment in Trieste, Italy

      ByM. Bruga, A. Bellone, M.A. Piangatelli

      chapter |10 pages

      Milan metro 4 extension to new HSR gate station “Porta Est”: Underground choice and suburban regeneration

      ByA. Bruschi

      chapter |10 pages

      Shafts and drainage tunnels as a sustainable and preventive measure to mass movements of saturated soils in Bucaramanga, Colombia

      ByP.F. Castillo, G. Pardo

      chapter |11 pages

      Effective use of underground space for sustainable cities

      ByS.W. Chiu, K.H. Lai, K.W. Cho, S.P. Lai

      chapter |10 pages

      Noisy-Champs station: Coordinating underground, design and engineering

      ByD.S. Da Silva Leite

      chapter |10 pages

      Managing knowledge for future-proof tunnels in The Netherlands

      ByK. de Haas, W. Broere, H. Dekker, L. van Gelder

      chapter |9 pages

      Greater Beirut Water Supply Augmentation Project

      ByA.E. El Abed, E.N. Najem

      chapter |10 pages

      Enabling underground transport construction Guatemala City, Central America

      ByB.R. Fridolin

      chapter |10 pages

      The A2 Maastricht project: A joint action plan

      ByB. Grote, B. Lobbezoo, L. Prompers, D. Florie

      chapter |9 pages

      Tunnel alignment design of “Ligne 15 Est” in East Paris

      ByD. Herman, N. Gilleron, L. Rew, M. Sénéchal

      chapter |10 pages

      Operational resilience of traffic tunnels: An example case study

      ByS.S. Khetwal, S. Pei, M. Gutierrez

      chapter |10 pages

      Extending the urban underground utility network capacity – A long drive large diameter pipe-jacking tunnel

      ByA. Koliji, E. Rascol, S. Crisinel

      chapter |10 pages

      Improving the safety of urban underground transport areas due to the use of new energy carriers

      ByF. Leismann, F. Baum, C. Knaust, S. Palis, S. Voigt, F. Sträubig, S. Klüh, M. Lakkonen

      chapter |11 pages

      Resilient city: The case of Bisagno diversion tunnel

      ByG. Lunardi, G. Cassani, M. Gatti, B. Spigarelli, C.L. Zenti

      chapter |10 pages

      Genoa underground: Solidity, usefulness and beauty of the Grazie Bassa Tunnel during 100 year service life

      ByC. Panariello, H. Mohamed Dahir, V. Molinari

      chapter |12 pages

      The Genoa Bypass project: The new highway system to overcome the congestion in the Genoa area. The geological and engineering challenges

      ByA. Selleri

      chapter |10 pages

      Istanbul Airport Express Line: Design and built of the new strategic mass transit underground connection system

      ByE.G. Trussoni, M. Palomba, A.G. Durgut, G. Astore

      chapter |11 pages

      Comparative analyses of through-running vs. dead-end tunnel to urban transit network efficiency and design of through-running tunnel in the New York Pennsylvania Station

      ByJ.C. Venturi, E. Chao, C. Nicolescu

      chapter |10 pages

      Tunneling challenges in the business capital of India

      ByS. Vishwakarma, V.K. Thakur, U.S. Virat, K. Joshi

      chapter |10 pages

      Compound use of underground space for integrated campus-urban development: A case study from Tsinghua University, China

      ByW.J. Zhu, Q.C. Bao, S.J. Gai

      part |2 pages

      Urban Tunnels

      chapter |9 pages

      Geomechanical behavior evaluation of a bio-constructed limestone in an urban tunnel

      ByS.W. Abreu

      chapter |10 pages

      Vibration-oriented tunnel design

      ByM. Acquati, W. Stahl

      chapter |10 pages

      Long-term behavior of the tunnel under the loads of consolidation and tunnel temperature

      ByA. Afshani, W. Li, H. Akagi, O. Shigeaki

      chapter |11 pages

      Identifying the geological hazards during mechanized tunneling in urban areas – the case of Tehran alluvium conditions

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