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Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art
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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
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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
chapter |10 pages
Urban tunnelling under archaeological findings in Naples (Italy) with ground freezing and grouting techniques
chapter |10 pages
Integration of archaeology in architectural design of Milan Metro connection M2–M4 in St. Ambrogio Station
chapter |10 pages
Tunnel warfare in World War I: The underground battlefield tunnels of Vimy Ridge, France
chapter |10 pages
Spiritual life and life after death in the undergrounds of ancient Iran
chapter |10 pages
Mobilizing cultural resources: The functional role of heritage in metro projects
chapter |10 pages
The archeological evidences of the De Amicis Station in the Milan Metro line 4, Italy
chapter |9 pages
Archaeology and tunnelling interaction in the railway project of Catania underpass in Sicily, Italy
chapter |10 pages
A workflow process for tunnels maintenance. The case of the Construction Method developed for Rhaetian Railways (UNESCO World Heritage Site)
chapter |10 pages
The First World War military tunnels of the Italian-Austrian front
chapter |10 pages
Metro Thessaloniki – intersecting microtunnels to support archeological findings at Sintrivani station
chapter |11 pages
Line C in Rome: San Giovanni, the first archaeological station
chapter |10 pages
The archaeological findings are changing Amba-Aradam station design in Rome Metro Line C
chapter |11 pages
Underground car park in the ancient “Morelli” cavern in Naples
chapter |10 pages
Moncenisio, from Myth to history TELT – Tunnel Euralpin Lyon Turin and the collection of historic engravings on the Frejus tunnel
chapter |10 pages
Interdisciplinary research in geotechnical engineering and geoarchaeology – a London case study
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
chapter |10 pages
Feasibility study for the thermal activation of Turin Metro Line 2
chapter |10 pages
Testing of an Enertun segment prototype in Turin metro line 1
chapter |9 pages
Online identification of the excavation materials on the Saint Martin La Porte site
chapter |7 pages
Construction of portals in difficult conditions in the Andes, Peru
chapter |10 pages
Tunnel design approach during Saudi Landbridge Railway Project
chapter |7 pages
Introduction of biopolymer-based materials for ground hydraulic conductivity control
chapter |10 pages
Management and use of materials excavated during underground works
chapter |7 pages
Management of the muck produced by EPB TBM tunnel excavation: Environmental aspects and consistency control for efficient handling
chapter |10 pages
Tunnel entrances integrated into a landscape: The example of the Gronda motorway bypass
chapter |11 pages
Transporting asbestos: Disposing of excavation waste in an urban context
chapter |10 pages
Passing through the valleys at Voltri: The technical challenges posed by asbestos and by the safeguard of the local territory
chapter |10 pages
City Rail Link, New Zealand – reduction of land acquisition time and risk on the City Rail Link Project
chapter |7 pages
Site-specific protocols for evaluating environmental compatibility of spoil materials produced by EPB-TBMs
chapter |9 pages
Monitoring of surface water resources and buildings due to tunneling, Uma Oya Project, Sri Lanka
chapter |10 pages
Hydrogeological investigation and environmental impact assessment during a large water inflow tunnel construction in Taiwan
chapter |10 pages
Use and management of sulphated excavation material from the Montcenis Base Tunnel
chapter |9 pages
Blasting method to reduce the adverse effect on the living environment around tunnel portals using electronic detonators
chapter |10 pages
Environmental reclamation for the Gotthard Base Tunnel effects of spoil management on landscape
chapter |9 pages
Habitats and protected species compensations for Alpine underground works: A pilot experience between France and Italy
chapter |11 pages
Water monitoring for Alpine underground works: Differences and similarities between France and Italy
chapter |10 pages
Compliant reuse of Terzo Valico excavation material: Design and operations
chapter |9 pages
Management of tunneling machines excavation material
chapter |12 pages
Stockholm bypass: Environmental sustainability in the excavation of the Lovön rock tunnels
chapter |11 pages
Utilization of microtunnelling technology for construction of the new gas pipeline between Azerbaijan and Europe
chapter |8 pages
Changes in tunnelling in the Big Data Era – The new Milan-Genoa high speed/high capacity
chapter |10 pages
Autarkic aggregate supply with recycled tunnel spoil at the Brenner Base Tunnel
chapter |10 pages
Environmental risk assessment of conditioned soil: Some Italian case studies
chapter |9 pages
Large civil works jobsites in densely populated urban areas
chapter |10 pages
Monitoring the water resources in the large railway projects: The Fortezza – Ponte Gardena case study, Southern Brenner Base Tunnel access
chapter |6 pages
Influence of bacteria inoculum and organic concentration on the biodegradation of soil conditioning agents in aqueous solutions
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
chapter |10 pages
The impact of saturation on the mechanical response of low porosity rocks and implications for tunnelling
chapter |10 pages
Geological and geotechnical key-factors for tunnel design of the new Naples-Bari High-Speed railway line in Southern Italy
chapter |10 pages
In-situ stress measurements in TBM tunnels prone to rockbursts
chapter |9 pages
Optimizing the excavation geometry using digital mapping
chapter |10 pages
Return of experience following the excavation of “La Maddalena Reconnaissance Gallery” – TBM performance prediction in the Ambin Massif
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
chapter |10 pages
The role of direct investigations ahead of the tunnel face in the construction cycle of a conventional and mechanized tunnel
chapter |9 pages
Geotechnical characterization of an artificially frozen soil with an advanced triaxial apparatus
chapter |10 pages
Geotechnical data standardization and management to support BIM for underground infrastructures and tunnels
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)
chapter |10 pages
Numerical method for stability analysis of rock block of tunnel with multiple geological planes
chapter |10 pages
Case study of tunnel ground reaction modeling in horizontally bedded rock using continuum and fracture network models
chapter |9 pages
Probabilistic Fault Displacement Hazard Analysis (PFDHA) of a Bhairabi tunnel in North East India
chapter |10 pages
Drone based deformation monitoring at the Zentrum am Berg tunnel project, Austria. Results and Findings 2017–2019
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”
chapter |8 pages
Ante-operam v/s as-built data ARAT for a 15.965 m TBM-EPB, A1 Highway, Italy
chapter |10 pages
Mixed transitional ground impact on a TBM. The OCIT Experience in Akron, Ohio, USA
chapter |10 pages
Geological and geotechnical main design aspects of two tunnels on Fortezza-Verona High Speed Line in Northern Italy
chapter |8 pages
Torino Metro Line 1 extension: Working solutions
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
chapter |10 pages
Contribution of continuous geophysical measurements to the success of tunnelling
chapter |10 pages
Study on judgment of tunnel face failure in soft surrounding rock and failure control measures
chapter |10 pages
BIM-FEM interoperability for the modelling of a traditional excavated tunnel
chapter |10 pages
Double-shield TBM performance analysis in clay formation: A case study in Iran
chapter |7 pages
The coseismic faulting of the San Benedetto tunnel (2016, Mw 6.6 central Italy earthquake)
chapter |6 pages
Geotechnical monitoring: Application in a case history of Azienda Nazionale Autonoma delle Strade (the National Roads Authority)
chapter |8 pages
Geotechnical monitoring: The control of infrastructure projects
chapter |10 pages
Characterization of underground rock masses employing structure from motion: Application to a real case
chapter |10 pages
Design and construction of TBM tunnel lining crossing active fault in Thessaloniki Metro Project, Greece
chapter |10 pages
3D geological modelling for the design of complex underground works
chapter |8 pages
Risk maps for cutter tool wear assessment and intervention planning
chapter |10 pages
Geotechnical challenges in design and construction of tunnels for Mumbai metro line – 3
chapter |8 pages
Grand Paris: The exceptional line 16 Lot 1
chapter |10 pages
Countermeasures against the deformation of the pilot tunnel of the Seikan Tunnel, Japan
chapter |7 pages
A numerical study on effect of wall penetration on basal heave stability during vertical shaft excavation in soft ground
chapter |10 pages
Numerical study of portal displacement and stress-strain distribution mechanism at a tunnel portal
chapter |9 pages
Forensic study on tunnel collapse in deep and fractured rock
chapter |9 pages
Comparative analysis of seismic refraction profiles with Drilled Borehole Data – Delhi Metro Rail Corporation – Phase-IV Corridor
chapter |7 pages
Consideration of heaving and deformation behavior of mountain tunnel in service
chapter |7 pages
Loading magnitude for rock tunnel during earthquake estimated by dynamic measurement at an actual tunnel
chapter |11 pages
Ensuring safety during construction of double-track subway tunnels in quaternary deposits
chapter |10 pages
Response of tunnel surrounding rocks in heavily deformed ground: Case study of Dongao Tunnel, Taiwan
chapter |10 pages
A 3D numerical model for the evaluation of the tunneling water inflow: The Fortezza – Ponte Gardena case study
chapter |10 pages
Requirements for geo-locating transnational infrastructure BIM models
chapter |10 pages
Analysis of critical condition during the advancement into the “Argille a Palombini” formation
chapter |10 pages
Excavation of swelling rock by measuring the displacement under roadbed
chapter |8 pages
Rockburst evaluation in complex geological environment in deep hydropower tunnels
chapter |10 pages
Adapting tunnel construction to hydrogeological conditions in a karst region
chapter |9 pages
Excessive deformations induced by twin EPBM excavations in soft and shallow grounds: The case of Otogar-Kirazli metro, Istanbul
chapter |10 pages
The geological portal of the Turin-Lyon project
chapter |10 pages
Design and construction of hydraulic tunnels at Gibe III dam, Ethiopia
chapter |10 pages
Salamonde II undergound hydroelectric complex in the North of Portugal. Design and construction
chapter |10 pages
Turning water into energy: A geological and geotechnical overview of the Venda Nova III hydropower project construction phase
chapter |7 pages
A Rosette stone between geotechnical engineer and project manager for TBM tunneling
chapter |10 pages
Application of deflection curves, trend lines and displacement vector orientation in the evaluation of surface displacements in tunneling
chapter |10 pages
Geo-mechanical behaviour and monitoring system in the Ceneri Base Tunnel
chapter |10 pages
Drained and undrained seismic response of underground structures
chapter |11 pages
How to strengthen a geotechnical campaign for tunnel’s secondary lining. Implementation and results
chapter |10 pages
Geological investigation for urban tunnel portal in made ground
chapter |8 pages
Importance of physical-mechanical properties of rocks for application of a raise boring machine
chapter |9 pages
Practical solutions to geotechnical problems related to Ituango hydropower tunnels, Colombia
chapter |10 pages
Geotechnical investigations governing shaft excavations for metro projects – an approach for secant pile termination depths
chapter |10 pages
Angat water transmission and improvement project for Metro Manila – Philippines: Hydraulic tunnel design under severe seismic conditions
chapter |8 pages
Efficient communication of geologically related data and 3D models in tunneling projects
chapter |9 pages
A finite element analysis of tunnel response to permafrost thaw
chapter |9 pages
Acoustic emissions from flat-jack test for rock-burst prediction
chapter |7 pages
An attempt to derive a method to estimate velocity during exploration ahead of the tunnel face
chapter |10 pages
A probabilistic approach to assess the risk of liner instability when tunnelling through karst geology using geotechnical baseline reports
chapter |9 pages
A new face vulnerability index for mechanized tunneling in subsoil
chapter |11 pages
Design of shaking table tests on atrium-style subway station models under seismic excitations
part |2 pages
Ground improvement in underground constructions
chapter |12 pages
Permeation grouting and consolidation works to solve flooding problems in an old tunnel
chapter |8 pages
Horizontal directional drilling technique applications in ground improvement from low pressure injections to jet grouting
chapter |10 pages
Glassfiber reinforced polymer consolidation for enlargement of a railway underpass in Brandizzo, Italy
chapter |10 pages
A novel low enthalpy geothermal energy system based on ground freezing probes
chapter |10 pages
Field experiment on freezing rate of marine clay by artificial ground freezing method
chapter |9 pages
Ground freezing and excavation of the Museum Island metro station under a river in central Berlin – challenges and experiences
chapter |9 pages
Influence of the fibreglass reinforcement stiffness on the mechanical response of deep tunnel fronts in cohesive soils under undrained conditions
chapter |10 pages
Analysis of jet-grouting-consolidation in wide and deep shafts in alluvial soil
chapter |9 pages
Jet grouting application for soft soil tunnels in Norwegian clay
chapter |7 pages
Tribunale Station of Naples Metro line 1. Design issues due to site subsoil conditions
chapter |11 pages
Brenner base tunnel & Isarco River underpass section: Several technical and operational solutions
chapter |10 pages
The St. Antonino tunnel reconstruction after the great collapse that had occurred on December 2007
chapter |10 pages
Rock grouting and ground freezing for tunnelling at Duomo subway station in Naples
chapter |10 pages
Monitoring artificial ground freezing and relevant fundamental observations
chapter |10 pages
Ground improvement with accelerated micro-cement grout, Thessaloniki Metro, Greece
chapter |10 pages
Thermal phenomena model for artificial ground freezing during a tunnel excavation for the Municipio Metro station in Naples, Italy
chapter |9 pages
Design of an underground station within the Greater Paris metro line by conventional tunneling: Solutions and calculation methods
chapter |10 pages
Ground improvement carried out via an existing railway tunnel for the construction of a new underlying tunnel
chapter |11 pages
Consolidation using chemical grouting with mono and bicomponent resins to unlock a TBM in fault zone
chapter |10 pages
The technical management of the permeation grouting works in the execution of the new Milan Metro Line 4
chapter |10 pages
Design and construction of composite cut-off system at Grand Ethiopian Renaissance Dam, Ethiopia
chapter |10 pages
Design of artificial ground freezing for an access tunnel of a railway station in Switzerland
chapter |10 pages
Discussion of selection of ground improvement parameters from back analysis of monitored excavation in Singapore
chapter |10 pages
Water loss solutions in construction of pressure shafts for Uma Oya Project, Sri Lanka
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
chapter |10 pages
Rational design of jet grouted bottom plugs: The example of Tribunale station of Naples Metro Line 1
chapter |10 pages
Centrifuge model tests on shallow overburden tunnels with pre-ground improvement to clarify seismic behavior
chapter |11 pages
Excavation of a large diameter tunnel in sliding Carpathian flysch
chapter |10 pages
Stockholm bypass project – passage under the Lake Mälaren
chapter |10 pages
Deep intervention shaft excavation in Kuala Lumpur limestone formation with pre-tunnelling construction method
chapter |10 pages
Expansion of existing TBM tunnel by ground freezing method
chapter |8 pages
3D Numerical modeling of artificial ground freezing in mining engineering
chapter |10 pages
Mechanical behavior of shallow embedded and large cross-section tunnel supporting using Freeze-Sealing Pipe-Roof method
chapter |10 pages
Frost heave control during excavation of Gongbei tunnel with freeze-sealing pipe roof as pre-support
part |2 pages
Innovation in underground engineering, materials and equipment
chapter |8 pages
Artificial intelligence technique for geomechanical forecasting
chapter |10 pages
TBM drive along curved alignments: Model based prognosis of shield movement
chapter |10 pages
Soil conditioning adaptation to the heterogeneous volcanic geology of Mt. Etna, Sicily, Italy
chapter |10 pages
Particularities of tunnel primary support modelling in BIM environment
chapter |11 pages
Design and construction of cast in-situ steel fibre reinforced concrete headrace tunnels for the Neelum Jhelum Hydroelectric project
chapter |10 pages
Analysis of two-component clay sand backfill injection in Japan
chapter |7 pages
Relieved specific energy estimation using FLCM and PLCM linear rock cutting machines and comparison with rock properties
chapter |9 pages
Novel semiprobabilistic tunnel lining design approach with improved concrete mixture
chapter |8 pages
Foam soil interaction and the influence on the stability of the tunnel face in saturated sand
chapter |10 pages
Precast tunnel segments with glass fiber reinforced polymer composite cage and sulphoaluminate cement
chapter |7 pages
Fiber reinforced concrete segmental lining for Catania Metro Tunnel
chapter |11 pages
Gronda di Genova slurryduct for transport of excavated material
chapter |9 pages
The relevance of gaskets for the segmental design
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
chapter |12 pages
Precision drilling for D&B and bolt installation: Analysis of relevant case histories
chapter |10 pages
The longest Robodrilled tunnel in the world
chapter |14 pages
Motivations to swap from trench cutter to hydraulic grab: Case histories from Florence, Rome and Milan
chapter |10 pages
EPDM gaskets; new materials and procedures for segments and other application in tunneling
chapter |10 pages
New results from laboratory research to reduce the clogging potential for EPB-Shields
chapter |10 pages
Energy absorption tests on fibre-reinforced-shotcrete round and square panels
chapter |8 pages
Rapid automatic inspection system for tunnel lining based on a mobile vehicle
chapter |9 pages
Construction TBM tunnel – Operating data real time – Red Line Metro Tel Aviv
chapter |10 pages
Tilt sliding test to assess the behaviour of conditioned soil with large amount of cobbles
chapter |10 pages
Influence of set accelerating admixtures on the compressive strength of sprayed concrete
chapter |9 pages
Steel fibre reinforced concrete for segmental lining – crack mitigation measures at design phase
chapter |8 pages
Variable support method: An innovative approach for deep excavations in the Middle East
chapter |11 pages
Advanced 4-channel scan system for tunnel inspection
chapter |10 pages
Fiber-reinforced concrete segments: Comparison of simplified analyses and FE simulations for the 3RPORT CSO Project, Fort Wayne, Indiana, United States
chapter |10 pages
A simple approach to characterise tunnel bore conditions using pipejacking data
chapter |8 pages
Conditioning the clog: Advancing EPB technology through mixed transitional ground
chapter |9 pages
Maintenance costs for cutting tools in soft ground gained by process simulation
chapter |10 pages
Possibility of using vane shear testing device for optimizing soil conditioning
chapter |10 pages
The load-bearing capacity of primary linings, considering time dependent parameters, at the Brenner Base Tunnel
chapter |8 pages
Two-component backfilling grout for double shield TBM – The experience at Follo Line Project
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
chapter |8 pages
Mucking with EPB machines in urban areas – considerations about the soil conditioning. Example of Line 14 project, lot T2 in Paris
chapter |10 pages
The 3D-BIM-FEM modeling of the Mairie des Lilas Paris metro station line 11 – from design to execution
chapter |10 pages
EPB excavation of cohesive mixed soils: Combined methodology for clogging and flow assessment
chapter |8 pages
Hybrid solution with fiber reinforced concrete and glass fiber reinforced polymer rebars for precast tunnel segments
chapter |9 pages
Twenty years of FRC tunnel final lining: Lessons learnt, design proposal and new development
chapter |8 pages
Fibre reinforced spray concrete performance criteria: Comparison between EN14651 and EFNARC three-point bending test on square panel with notch
chapter |10 pages
Forrestfield Airport Link project – Variable density TBMs to deal with unexpected ground conditions
chapter |10 pages
Durability design for large sewer and drainage tunnels
chapter |10 pages
Refitting strategies for Italian historical railway tunnels
chapter |9 pages
BIM – Model-based project management for optimizing project development. Insights into the practical application at the “Albvorland Tunnel” project
chapter |10 pages
Tunnel damage management system: An application for Italian railway tunnels
chapter |9 pages
Tunnels widening and renewal using precast lining: The Swiss Rhaetian railway construction method applied to tunnel Mistail
chapter |10 pages
Experimental investigation of the flow behaviour of conditioned soils for EPB tunnelling in closed mode
chapter |10 pages
The role of mechanized shaft sinking in international tunnelling projects
chapter |10 pages
Risk-based tunnel design utilizing probabilistic two-dimensional finite element analyses
chapter |10 pages
Soil conditioning for EPB tunnelling: Relevant foam properties and characterisation
chapter |7 pages
Geotechnical impact on fiber reinforced segmental liner experiencing large deformation
chapter |10 pages
Excavating through hard rock formations with TBM: Technical challenges of the Follo Line Project
chapter |10 pages
Fiber reinforced concrete segmental lining: Evolution and technical viability assessment
chapter |10 pages
Sprayed concrete composite tunnel lining design: Analytical study on its behaviour at the bond interface
chapter |10 pages
Artificial intelligence support for tunnel design in urban areas
chapter |10 pages
Key technologies of double shield TBM for urban metro tunnel with small radius curve
chapter |10 pages
The subgrade reaction modulus method in tunneling
chapter |10 pages
A fast detection method for tunnel surface defects based on video processing
chapter |6 pages
Research on applicability of limit state method in lining design of railway tunnel
chapter |10 pages
A complex variable solution for the excavation of a shallow circular hole in gravitational elastic ground
chapter |10 pages
Polymer Rubber Gel technology high performance waterproofing for shotcrete and blindside applications
chapter |7 pages
New monitoring technology to notify the displacement situation of the tunnel face
chapter |9 pages
Smart Office; application of a unified analytics center in tunneling construction
chapter |10 pages
Key technologies and engineering application of horseshoe-shaped TBM
chapter |10 pages
Seal performance test of shield tail under high water pressure
chapter |7 pages
The effect of testing age on the performance of fibre reinforced concrete
chapter |10 pages
Study of the image photographing of the tunnel lining as an alternative method to proximity visual inspection
chapter |10 pages
Conventional tunneling method using ICT
chapter |10 pages
Study on applicability of self-compacting concrete with low cement content to tunnel lining
chapter |11 pages
Soil abrasion and penetration test for the evaluation of soft ground TBMs’ excavation performance and cutter life
chapter |7 pages
Development of a ground monitoring sensor system for tunnel maintenance using geophysical techniques
chapter |10 pages
Enlargement of in-service evacuation tunnel and automated lining placement
chapter |10 pages
Effective water leakage detection by using an innovative optic fiber sensing for aged concrete lining of urban metro lines in Tokyo
chapter |9 pages
Development and field validation of the Smart Batcher Plant system used for control of as-mixed temperature of concrete
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
chapter |10 pages
Finding the right way underground – The importance of solid control points network
chapter |9 pages
Implementation of new methods for inspection of tunnels
chapter |5 pages
Numerical modelling for design of composite concrete lining with sprayed waterproofing membrane in tunnel
chapter |9 pages
Effect of machine factors of tunnel boring machines on penetration rates in rocks
chapter |9 pages
Prediction of EPB shield TBM performance using a lab scale excavation test with different soil conditions
chapter |8 pages
A study on the efficient crack detection algorithms for tunnel lining based on deep learning approach
chapter |10 pages
New design method for energy slabs in underground space using artificial neural network
chapter |9 pages
The research on longitudinal deformation features of shield tunnel when considering the variation of grout viscosity: A case study
chapter |10 pages
Safety approach for tunnel lining calculations in 3D-continuum models
chapter |9 pages
Plug-in crosscut element – How standardized pre-manufactured crosscut wall systems improve overall tunneling effectiveness
chapter |8 pages
Soil conditioning for EPB shield tunneling with the auxiliary air pressure balance mode
chapter |10 pages
Catania metro tunnel: Advancement and wear predictive models suitability in EPB excavation through variable mixed-face conditions
chapter |8 pages
Explosive spalling in reinforced concrete tunnels exposed to fire: Experimental assessment and numerical modelling
chapter |9 pages
Alternative umbrella arches: The use of composite pile roofs
chapter |10 pages
Long-term durability analysis and lifetime prediction of PVC waterproofing membranes
chapter |11 pages
An innovative approach in tunnel planning and construction through 30 years of experience
chapter |13 pages
The design approach of cut & cover excavation in hyperbaric condition applied for Napoli/Cancello high speed railway
chapter |9 pages
Innovative TBM transport logistics in the constructive lot H33 – Brenner Base Tunnel
chapter |10 pages
Experiences from tunnel boring when hard-to-very hard rock with focus in performance predictions and cutter life assessments
chapter |7 pages
A study of the analysis method of the cause of tunnel lining deformation using “TCI”
chapter |10 pages
The present situation of countermeasure of heaving in the expressway of Japan
chapter |10 pages
Back analysis of ground settlements induced by TBM excavation for the north extension of Paris metro, line 12
chapter |9 pages
Addressing the radial joints behaviour of Steel Fibre Reinforced Concrete (SFRC) segments under concentrated loads
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
chapter |9 pages
Sequential excavation method – Single shell lining application for the Brenner Base Tunnel
chapter |9 pages
Water tightness by final lining with programmed waterproofing construction joints in conventional tunneling
chapter |10 pages
Soil-building interaction in mechanized tunneling: A comparison of modeling approaches
chapter |8 pages
Soil improvement in tunnel face using foam reagents in EPB TBM
chapter |10 pages
Ventilation system for the excavation of 4 tunneling faces with “Plenum” metallic tank
chapter |10 pages
Big data and simulation – A new approach for real-time TBM steering
chapter |9 pages
Feasibility study of EPB shield automation using deep learning
chapter |13 pages
A new approach for qualifying blasting works in underground
chapter |10 pages
Line C in Rome: Strain measurements in precast TBM lining segments using embedded Smart Wireless Monitoring System
chapter |11 pages
The Rijnlandroute bored tunnel – Continuously improving the mechanized tunneling process
chapter |10 pages
An experimental study on the post-cracking behavior of Polypropylene Fiber Reinforced Concrete core samples drilled from precast tunnel segments
chapter |11 pages
Design recommendations for fibreglass reinforced tunnel softeyes
chapter |10 pages
Fire resistant high strength concrete concept for inner tunnel linings at the Brenner Base Tunnel
chapter |10 pages
Practical experience from the installation of a one-pass lining in Doha’s deep tunnel sewer system
chapter |10 pages
Assessment of post-blast damage zones in tunneling operations through measurement while drilling records
chapter |9 pages
Maintenance of subway tunnel by using maintenance indicator
chapter |10 pages
Robust segmental lining design combining steel fiber reinforced concrete and traditional reinforcement
chapter |6 pages
Design of steel fiber reinforced concrete segment with curved radial joints
chapter |8 pages
Development and application of the next generation TBM equipped with conventional tunneling mode
chapter |10 pages
The presumed relationship between an accident on the surface and the NSS tunnel
chapter |9 pages
Real – Time displacement control using expansive geopolymers with Fibre Optic Sensing monitoring: Field trial at Thames Tideway West, London
chapter |7 pages
New methodology to safely install steel ribs in conventional tunnel – A14 Motorway
chapter |10 pages
Recent developments towards autonomous tunneling and mining machinery
chapter |11 pages
Interoperability between BIM models and 4.0 approach: Theoretical models and practical cases
chapter |11 pages
The management of the soil conditioning process for the excavation of the Rome Metro C line
chapter |10 pages
Hybrid lining segments – bearing and fracture behavior of longitudinal joints
chapter |7 pages
Relieving shotcrete and other linings from pressure with innovative drainage solution
chapter |11 pages
Service limit state design for pressurised steel fibre reinforced concrete tunnel linings
chapter |11 pages
Design and construction of permanent steel fibre reinforced sprayed concrete lining shafts for Thames Tideway West Project UK
chapter |10 pages
De-bonding of shotcrete linings at the substrate boundary
chapter |10 pages
Eurasia Tunnel – Construction features of a tunnel under severe pressure conditions in high seismic area
chapter |10 pages
TBM data processing for performance assessment and prediction in hard rock
chapter |10 pages
Building information management for tunneling
chapter |9 pages
Rehabilitation of the slab under the Mont Blanc Tunnel roadway
chapter |9 pages
Load and resistance factor design coefficient calibration for tunnel design in Buenos Aires
chapter |8 pages
Steel fibre reinforced concrete for the future of tunnel lining segments – A durable solution
chapter |9 pages
Logistic challenges for TBM operation during Sofia Metro Line 3 extension
chapter |10 pages
An innovative method of large space underground construction in soft and shallow ground using concrete arch pre-supporting system
chapter |5 pages
Passive fire protection for road tunnel structures
chapter |10 pages
Comparative study on shotcrete performance in tunnels based on different constitutive approaches
chapter |10 pages
Advanced constitutive modelling for the approach of real shotcrete performance in tunnels
chapter |10 pages
Tunnel inspection with high-performance devices. Methodology
chapter |10 pages
Preliminary test of an innovative pre-convergence monitoring tool for traditional tunnels
chapter |10 pages
The use of artificial intelligence for a cost-effective tunnel maintenance
chapter |10 pages
Design of the support medium for Slurry Pressure Balance (SPB) shield tunnelling in demanding ground conditions
chapter |8 pages
Development of a test setup for the simulation of the annular gap grouting on a semi technical scale
chapter |8 pages
Two-component grouts with alkali-activated binders
chapter |11 pages
Tuen Mun – Chek Lap Kok Link in Hong Kong – Innovative solutions for construction of an outstanding Subsea Tunnel
chapter |8 pages
Tunnel deformation evaluation by Mobile Mapping System
chapter |9 pages
The Tunnel Laser Scanner technique: Applications to the road tunnels monitoring
chapter |10 pages
BIM implementation – Brenner Base Tunnel project
chapter |10 pages
Concrete final lining inspection procedure and case study
chapter |10 pages
Building information modeling in Warsaw metro extension project
chapter |10 pages
Concrete lining covered with an outer compressible layer applied to tunnels in viscoplastic rocks
chapter |10 pages
Material properties and construction performance of ultra-high strength sprayed concrete
chapter |9 pages
Influence of consistency index on soil conditioning in EPB-TBM tunneling
chapter |9 pages
Realisation of a single-shell drained segmental tunnel lining by means of a water-permeable annular gap fill
chapter |14 pages
Two component backfilling in shield tunneling: Laboratory procedure and results of a test campaign
chapter |11 pages
Digital twin of tunnel construction for safety and efficiency
chapter |10 pages
Investigation on the geotechnical properties of a chemically conditioned spoil from EPB excavation, a case study
chapter |9 pages
Flexural behavior of precast tunnel segments reinforced by macro-synthetic fibers
chapter |8 pages
Immersive tunnel monitoring by data driven navigation in 3D
chapter |8 pages
Investigation of deformation of shield tunnel based on large-scale model test
chapter |10 pages
Construction of bifurcations of underground urban expressway
chapter |10 pages
Riachuelo Lote 3 – Innovative method for the construction of the sea outfall
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
chapter |10 pages
Stability analysis for tunnel faces supported by means of polymer solutions
chapter |10 pages
The development and in-situ use of fiber optic continuous strain monitoring for tunnel support elements
chapter |10 pages
Microtunnelling in South Africa – a competitive solution
chapter |10 pages
Study on pull-out test of longitudinal joints of shield tunnel
chapter |9 pages
A multiscale modelling method for crack propagation of shield tunnel lining
chapter |7 pages
Real-time sensing technology of excavated material in earth pressure balanced shield tunnelling construction
chapter |10 pages
3D simulations for the Brenner Base Tunnel considering interaction effects
chapter |8 pages
Artificial neural networks in streamlining serviceability assessment of single shell TBM tunneling
chapter |10 pages
Digitalization of data management and quality assurance in ground and tunneling works
chapter |10 pages
New advancement in durable segments for combined sewer overflow tunnels, USA
chapter |10 pages
Intelligent attitude control during shield tunneling in soft soils based on big data
chapter |12 pages
The composite lining total safety factor design method and cases study
chapter |8 pages
Pressure infiltration of sandy foam during EPB shield tunnelling in saturated sand
chapter |12 pages
Research on new prefabricated technology of metro station
chapter |6 pages
Seismic deformation method for longitudinal bending deformation of underground structure
chapter |9 pages
Site assembly technologies of super-large slurry TBM
chapter |9 pages
A BIM-based emergency analysis method and application for utility tunnel
chapter |8 pages
Numerical simulation and case analysis of new construction method for multi-arch tunnel
chapter |8 pages
Experimental study on a novel fire-protection cement-based composite material for tunnel linings
chapter |8 pages
Deep learning-based instance segmentation for water leakage defects of Metro Shield Tunnel
chapter |10 pages
Rectangular TBM application in utility tunnel
chapter |10 pages
Shield machine cutterhead tools real-time wear monitoring system
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
chapter |10 pages
Experimental setup for studying tunnels in squeezing ground conditions
chapter |6 pages
Brenner Base Tunnel – challenges of gripper TBM application for the 15 km long exploratory tunnel Ahrental in challenging rock mass
chapter |8 pages
Dubai Strategic Sewerage Tunnel – challenges to infrastructure at unprecedented depths in the region
chapter |10 pages
The hugest and more complex belt conveyor system in the longest tunnel under construction in the world: Brenner Base Tunnel
chapter |10 pages
CERN (HL-LHC): New underground & surface structures at Point 1 & Point 5
chapter |9 pages
Specificities of the underground structure design of Cigéo. Presentation of the constrains and construction phasing stages of “Phase 1”
chapter |10 pages
Engineering challenges of the Snowy 2.0 pumped storage project
chapter |7 pages
Brenner Base Tunnel, construction lot Mules 2–3. Production management and site logistics organization
chapter |9 pages
Experimental determination and plausibility proof of the longitudinal displacement profile for deep tunnels for case studies at the Brenner Base Tunnel
chapter |9 pages
Performance of hard rock double shield TBM in tailrace tunnel of Uma Oya project, Sri Lanka
chapter |10 pages
Lining stresses in a TBM-driven tunnel: A comparison between numerical results and monitoring data
chapter |10 pages
Numerical back-analysis of the Fréjus road tunnel and of its safety gallery
chapter |10 pages
Influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils
chapter |10 pages
Optimum tunnel system with regard to the entire lifecycle for long rail tunnels
chapter |11 pages
Mechanized tunnel excavation of lot KAT2 of the Koralm-Tunnel, Austria: Achievements and lessons learned
chapter |9 pages
The Susa-Bussoleno Interconnection Tunnel
chapter |10 pages
TBM steering difficulties. Innovative equipments: Strand jack and self retaining systems
chapter |10 pages
Risk assessment in the unlocking of the double shield TBM within the Los Condores project, Chile
chapter |10 pages
Back-calculation model for instantaneous TBM cutter wear
chapter |10 pages
Brenner Base Tunnel, Italian Side: Construction methods for a railway 22 km long tunnel
chapter |11 pages
Presentation of the successful crossing by the “Federica” TBM of a geological accident in Saint-Martin-la-Porte construction site
chapter |10 pages
Use of expanded clay as annular gap filling. Design and application at the Brenner Base Tunnel
chapter |10 pages
The Brenner Base Tunnel: Back-analyses of excavation data and TBM parameters in the Aicha-Mules exploratory tunnel
chapter |10 pages
Constrains, design and construction methods of the Cigéo five deep shafts
chapter |9 pages
Extreme ingress: Managing high water inflows in hard rock TBM tunneling
chapter |11 pages
Numerical investigations on the system behaviour of a ductile shotcrete lining with yielding elements
chapter |11 pages
Optimizing TBM cutterhead design for application in very strong and abrasive rocks, case study of Kerman Water Tunnel
chapter |10 pages
Key construction technology of Long Metro Subsea Tunnel in complex site conditions
chapter |9 pages
Requirements and methods for geometric 3D modelling of tunnels
chapter |10 pages
Brenner Base Tunnel – Key aspects of the guide design
chapter |8 pages
Brenner Base Tunnel – an example of planning and implementation of project optimizations
chapter |9 pages
Brenner Base Tunnel – interaction between underground structures, complex challenges and strategies
chapter |10 pages
Logistic management in the longest drives of the Mont Cenis Base Tunnel
chapter |8 pages
Varies challenges for a new railway connection between Divača and Koper, Slovenia
chapter |11 pages
The feeder 9, River Humber, replacement pipeline project, United Kingdom
chapter |9 pages
Simulation of TBM operation to assess the impact of geology on the muck transportation
chapter |7 pages
Analysis of micro slurry TBM excavation parameters in subsea tunnel
chapter |10 pages
Countermeasure of jammed TBM in rock tunnel excavation: Feedback from two cases study
chapter |9 pages
Site observations and physical model tests of the friction coefficient between concrete-type element and foundation layer for immersed tunnel
chapter |10 pages
The Montcenis base tunnel: How to turn project environmental constraints into opportunities
chapter |8 pages
Anisotropic convergence of tunnels in squeezing ground: The case of Saint-Martin-la-Porte survey gallery
chapter |10 pages
Overcoming extreme tunneling conditions on Vietnam’s longest tunnel
chapter |10 pages
Maly Lubon road tunnel: The case of a full-face excavation of a very large tunnel in the Carpathian Flysch, Poland
chapter |11 pages
Milan to Genoa high speed/capacity railway: The Italian section of the Rhine-Alpine corridor
chapter |10 pages
Cravasco jobsite optimization for the management of narrow spaces: Underground crushing plant and suspended conveyor belt
chapter |10 pages
Brenner Base Tunnel, Italian Side: Mining methods stretches – design procedures
chapter |7 pages
Lessons from adverse geological occurrences during excavation in Rohtang tunnel, India
chapter |10 pages
Hydrogeological, environmental and logistical challenges for TBM excavation in the longest tunnel in the Italian territory
chapter |10 pages
Surveying methods and geodetic control in long railway tunnels construction
chapter |13 pages
The Gronda Motorway by-pass at Genoa: Underground works east of the Polcevera River
chapter |10 pages
Ismailia: The first tunnels to be constructed under the Old and New Suez Canals – a case history
chapter |10 pages
Brenner Base Tunnel, Lots Mules, 2–3 (Italy): The emergency stop in Trens
chapter |11 pages
Experiences of tunnels subject to earthquake in central Italy
chapter |10 pages
Tunneling challenges in Himalayas: A case study of Head Race Tunnel of 720 MW Mangdechhu Hydro-Electric Project, Bhutan
chapter |6 pages
Study on cracks in concrete lining based on inspection records on tunnel
chapter |9 pages
Study on deformation and failure behavior of mountain tunnel linings which consist of various materials
chapter |9 pages
Developing cross passages and safety niches in a rationalized way using remote controlled demolition robots
chapter |10 pages
Mixed Ground TBM tunneling
chapter |10 pages
Design of countermeasure for squeezing and swelling in mountain tunnel
chapter |10 pages
Assessments on the TBM performance at the Minas-San Francisco Hydropower Project in Ecuador
chapter |10 pages
Shotcrete lining installed from an open gripper TBM remedial works
chapter |7 pages
Long and deep hard rock double shield TBM under the Alps. Base Brenner Tunnel Mules 2-3
chapter |10 pages
Empirical and numerical analysis of the blast - induced structural damage in rock tunnels
chapter |10 pages
BBT, Lot Mules 2–3. Management of data gained by the pilot tunnel drive for the twin main tubes
chapter |9 pages
Measurements of long time lining strain in creeping rock mass and modelling with viscoplastic laws
chapter |9 pages
Polcevera Adit – getting unstuck on EPB-TBM in squeezing rock
chapter |9 pages
Sealing of huge water ingress in headrace tunnel of Uma Oya Project, Sri Lanka
chapter |12 pages
Challenges of designing a Tunnel Boring Machine (TBM) for development of underground structures on the Moon
chapter |7 pages
Problems associated with an EPB-TBM in a complex geology with serpentinites and peridotites in Turkey
chapter |10 pages
A new underground laboratory for exploring the deep universe: The design of a third generation of a gravitational waves observatory
chapter |7 pages
Cost analysis of mine roadways driven by drilling and blasting method and a roadheader
chapter |10 pages
A softening damage-based model for the failure zone around deep tunnels in quasi-brittle claystone
chapter |10 pages
The use of Integrated Big Data software management systems on a complex TBM project. The Follo Line Project data analysis
chapter |10 pages
Brenner Base Tunnel, Italian Side, Lot Mules 2–3: Risk management procedures
chapter |7 pages
Evaluation of excavation method for silo-shaped deep large waste repository underground cavern
chapter |10 pages
Real behavior of shotcrete primary lining in squeezing rock mass: The experience at the Brenner Base Tunnel
chapter |10 pages
Tunnel costs related to the quality of the rock mass
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
part |2 pages
Public communication and awareness
chapter |7 pages
Designing a sustainable railway infrastructure: Envision protocol and the carbon footprint
chapter |7 pages
Best practice of communication for a complex transnational project – The Brenner Base Tunnel
chapter |9 pages
The Naples Line 6 underground metro system works: From the feasibility study to the construction
part |2 pages
Risk management, contracts and financial aspects
chapter |10 pages
Shallow TBM launch – alternative to cut and cover
chapter |10 pages
The potential for use of the observational method in tunnel lumpsum contracts
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
chapter |11 pages
Evolution of risk management during an underground project’s life cycle
chapter |10 pages
A general risk management approach: The result of integration between the semi-quantitative and quantitative methods
chapter |10 pages
The Isarco River underpass at Brenner Base Tunnel: Main aspects of work supervision in a challenging design solution
chapter |8 pages
Hydrogeological Excavation Code, a value added methodology for water safeguarding
chapter |10 pages
Bart Silicon Valley Phase II – integrated cost & schedule life-cycle comparative risk analysis of single-bore versus twin-bore tunneling
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
chapter |9 pages
Transposition into national law of the new EU public procurement directives and the impact on subsurface construction contracts – the Portuguese case
chapter |7 pages
The Geotechnical Baseline Report in the new FIDIC Emerald Book – suggested developments
chapter |6 pages
Risk allocation in the FIDIC forms of contract, and the Emerald Book’s place in the Rainbow Suite
chapter |7 pages
Contractual time for completion adjustment in the FIDIC Emerald Book
chapter |9 pages
Managing a large-scale engineering project: Standards, methods and technologies
chapter |10 pages
Managing a complex rail construction project: The new Milan-Genoa high speed/high capacity line
chapter |10 pages
The claims, dispute avoidance and dispute resolution procedure in the new FIDIC Emerald Book
chapter |8 pages
Measuring the excavation and lining in the Emerald Book
chapter |9 pages
Regulatory framework and railway safety approval procedures in a bi-national context – the example of the Montcenis base tunnel
chapter |11 pages
A review on the risk analysis and construction claims in Tehran underground projects
chapter |9 pages
Integrating risk management in underground works: The French experience and AFTES Recommendations
chapter |7 pages
A model for fair compensation of construction costs in TBM tunneling: A novel contribution
chapter |10 pages
The new Bözberg Tunnel (Switzerland) – risk management and auxiliary measures for the TBM break-through
chapter |10 pages
Risk management in metro contract procurement procedures. The French example
chapter |12 pages
Alternative project delivery based on a risk-based probabilistic approach
chapter |10 pages
Development of a cost model for a more exact estimation of the construction costs of tunnels
chapter |4 pages
Resolution of a contractual dispute for tunnel excavation
chapter |11 pages
Analysis of contractual approaches in Italian railway tunnels
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
chapter |9 pages
The stresses and safety of the final lining structures in bored tunnels in case of fire
chapter |9 pages
Reducing the monotonous design in the worlds deepest and longest sub-sea road tunnel Rogfast, Norway
chapter |10 pages
Practical guidelines for shotcrete work close to blasting and vibration in hard rock
chapter |9 pages
Risk assessment for maintenance planning in an old service tunnel
chapter |10 pages
Innovative solutions for safety against firedamp explosions in small section EPB-TBM tunnelling
chapter |10 pages
The new Lugano tram underground station: An example to combine architectural requirements, serviceability and challenging geotechnical conditions
chapter |10 pages
Civil engineering constraints on tunnel ventilation and safety
chapter |10 pages
Ventilation applied to fire safety in metro tunnels, Naples line 1 project
chapter |10 pages
Lercara tunnel on Palermo-Agrigento Railway Line, Italy: Tunnelling in presence of toxic and explosive gases and squeezing conditions
chapter |10 pages
‘Terzo Valico dei Giovi’: Excavation of tunnels in asbestos bearing rock
chapter |9 pages
Safety 2.0 – Engineered solution for a safer underground excavation. The BZEROTONDO Tunnel Support System
chapter |12 pages
Pavoncelli Bis water tunnel: Tunnel boring machine selection and safety standards for excavating in presence of methane
chapter |10 pages
CFD simulations of longitudinal ventilation of a road tunnel in congested traffic condition
chapter |9 pages
Transverse ventilation system applied to unidirectional road tunnel: Practical case of S2 Tunnel in Warsaw
chapter |10 pages
Fire ventilation systems in a metro station equipped platform screen doors
chapter |9 pages
Fire safety system design in double bore railway tunnels: Bologna city undercrossing for high speed line and recent experiences
chapter |6 pages
New generation of safety solutions for underground construction
chapter |11 pages
The methodology of quantitative risk analysis in the application of the Legislative Decree n.264/06
chapter |10 pages
“Terzo Valico dei Giovi, Italy”: Safety and equipment innovative measures
chapter |8 pages
Investigation of the remaining life of an immersed tube tunnel in The Netherlands
chapter |10 pages
Fire safety engineering and risk-based tunnel safety design approach
chapter |8 pages
Single-channel blowing-in longitudinal ventilation theory and its applicability analysis in road tunnel
chapter |7 pages
Virtual reality for hazard assessment and risk mitigation in tunneling
chapter |10 pages
The convergence of all communication and data requirements onto a single IP backbone
chapter |10 pages
Study on strength and deformation characteristics of early age shotcrete in tunnel cutting face
chapter |8 pages
Assessment of health condition and management system for road tunnel by inspection data in Japan
chapter |11 pages
Constructing the Arncliffe ventilation connection – a case study from the WestConnex New M5 project
chapter |10 pages
The first huge pressurized ventilation system in the world, realized in Brenner, with heavy duty centrifugal fans
chapter |11 pages
Life safety applied in full face excavation
chapter |10 pages
Excavation with traditional methods through geological formations containing asbestos
chapter |10 pages
Ventilation of tunnels and cross-passages of the Ceneri Base Tunnel and similar projects
chapter |9 pages
Novel safety concept at the Austrian construction lots of Brenner Base Tunnel
chapter |6 pages
Damage assessment of final linings in metro tunnels due to fire action
chapter |7 pages
The common operative rules for health and safety during the construction of base tunnel of Montcenis between France and Italy
chapter |10 pages
A novel watcher system for securing works at tunnel face
chapter |10 pages
How to refurbish a tunnel: Shop open or closed?
chapter |9 pages
Excavation through contaminated ground by gasoline with EPB-TBM
chapter |12 pages
The design and evaluation of tunnel health monitoring system
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
chapter |7 pages
Investing in urban underground space – maximising the social benefits
chapter |10 pages
The construction of the underground car park beneath the “San Giusto” hill, in a very delicate urban environment in Trieste, Italy
chapter |10 pages
Milan metro 4 extension to new HSR gate station “Porta Est”: Underground choice and suburban regeneration
chapter |10 pages
Shafts and drainage tunnels as a sustainable and preventive measure to mass movements of saturated soils in Bucaramanga, Colombia
chapter |11 pages
Effective use of underground space for sustainable cities
chapter |10 pages
Noisy-Champs station: Coordinating underground, design and engineering
chapter |10 pages
Managing knowledge for future-proof tunnels in The Netherlands
chapter |10 pages
Enabling underground transport construction Guatemala City, Central America
chapter |10 pages
The A2 Maastricht project: A joint action plan
chapter |9 pages
Tunnel alignment design of “Ligne 15 Est” in East Paris
chapter |10 pages
Operational resilience of traffic tunnels: An example case study
chapter |10 pages
Extending the urban underground utility network capacity – A long drive large diameter pipe-jacking tunnel
chapter |10 pages
Improving the safety of urban underground transport areas due to the use of new energy carriers
chapter |11 pages
Resilient city: The case of Bisagno diversion tunnel
chapter |10 pages
Genoa underground: Solidity, usefulness and beauty of the Grazie Bassa Tunnel during 100 year service life
chapter |10 pages
Istanbul Airport Express Line: Design and built of the new strategic mass transit underground connection system
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
chapter |10 pages
Tunneling challenges in the business capital of India
chapter |10 pages
Compound use of underground space for integrated campus-urban development: A case study from Tsinghua University, China
part |2 pages
Urban Tunnels