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|a British Tunnelling Society, UK.
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|a Sprayed Concrete Linings in Soft Ground :
|b A Best Practice Design Guide.
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|a 1st ed.
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|a Leeds :
|b ICE Publishing,
|c 2025.
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|c ©2026.
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|a Intro -- Half Title Page -- Tiltle Page -- Copyright Page -- Contents -- Foreword -- Acknowledgments -- Chapter 1: Introduction -- Chapter 2: Standards and codes of practice -- 2.1. Limitations in current standards -- 2.2. General guidelines -- 2.3. Eurocodes and British standards -- 2.4. Flexural strength guidelines -- 2.5. Specifications -- Chapter 3: Sprayed concrete lining design process and key decisions -- 3.1. Design process -- 3.2. Key aspects of SCL design -- 3.2.1 Progressive design development -- 3.2.2 Single design responsibility -- 3.2.3 Management of risk -- 3.2.4 Construction input to design -- 3.2.5 Effective use of analysis -- 3.2.6 Design coordination and representation -- 3.2.7 Best practice guidance/lessons learned -- 3.2.8 Monitoring approach and trigger value derivation -- 3.2.9 Influence of procurement method on design process -- 3.2.10 Sustainability in the design process -- 3.2.11 Health and safety in the design process -- 3.3. Activities in the feasibility/concept design stage -- 3.4. Activities in the scheme design stage -- 3.5. Activities in the detailed design stage -- 3.5.1 Detailed excavation sequencing for individual tunnels -- 3.5.2 Limitations on construction -- 3.5.3 Design assurance -- 3.6. Construction phase design input -- Chapter 4: Spaceproofing and alignment -- 4.1. Spaceproofing -- 4.2. Profiles and setting out -- 4.3. Tolerances -- 4.4. Limitations on curves/inclinations -- Chapter 5: Ground and water parameters -- 5.1. Desk study -- 5.2. Ground investigation -- 5.3. Ground chemistry -- 5.4. Ground gas -- 5.5. Ground parameters -- 5.6. In situ stress state -- 5.7. Groundwater and permeability -- 5.8. Ground stiffness -- 5.9. Time-dependent ground behaviour -- 5.10. Reporting -- Chapter 6: Excavation sequencing -- 6.1. General criteria -- 6.2. Full-face excavation -- 6.2.1 Considerations.
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|a 6.2.2 Where to use -- 6.3. Top heading/bench/invert excavation -- 6.3.1 Considerations -- 6.3.2 Where to use -- 6.4. Sidewall drift excavation -- 6.4.1 Considerations -- 6.4.2 Where to use -- 6.5. Pilot tunnel enlargement -- 6.5.1 Considerations -- 6.5.2 Where to use -- 6.6. Vertical and inclined excavations -- 6.6.1 Vertical shafts -- 6.6.2 Escalators -- Chapter 7: Design details -- 7.1. Joints -- 7.2. Approach to junction design -- 7.3. Reinforcement strategy -- 7.4. Probing ahead -- 7.5. Toolbox items -- 7.5.1 Supporting the face -- 7.5.2 Reduced advance lengths -- 7.5.3 Pocket excavations/face splitting -- 7.5.4 Spiles -- 7.5.5 Pipe arches -- 7.5.6 Face dowels -- 7.5.7 Local dewatering/depressurisation -- 7.5.8 Ground treatment -- Chapter 8: Material parameters -- 8.1. Sprayed concrete -- 8.2. Mechanical parameters and behaviour -- 8.2.1 Sprayed concrete -- 8.2.2 Fibre reinforced concrete (FRC) -- 8.2.3 FRC mechanical parameters -- 8.2.3.1 Compressive strength and strain -- 8.2.3.2 Tensile strength -- 8.2.3.3 Flexural tensile strength -- 8.2.3.4 Shear strength -- 8.2.3.5 Strain limits -- 8.2.4 Time dependency of sprayed concrete -- 8.3. Designing for durability -- 8.3.1 Lining permeability -- 8.3.2 Reinforcement corrosion -- 8.3.3 Drying shrinkage -- 8.3.4 Ductility -- maximum concrete strength -- Chapter 9: Designing for water -- 9.1. Water management strategy -- 9.2. Designing for fully tanked solutions -- 9.3. Sheet waterproofing membranes -- 9.4. Spray applied waterproofing membranes -- 9.5. Watertight concrete -- 9.6. Junctions between structures -- 9.7. Impacts on design/construction -- Chapter 10: Analytical solutions -- 10.1. Introduction -- 10.2. Circular tunnels and shafts -- 10.2.1 In situ ground stress -- 10.2.2 Continuum analytical models -- 10.2.3 Convergence-confinement method -- 10.3. Face stability -- 10.4. Junction design.
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|a 10.5. Ground movements -- Chapter 11: Numerical modelling -- 11.1. Introduction -- 11.1.1 Limitations -- 11.2. Model set-up -- 11.3. Constitutive model -- 11.4. Short term versus long term -- 11.5. Lining properties -- 11.5.1 Overview -- 11.5.2 Non-linear concrete modelling with Mohr-Coulomb failure criterion -- 11.5.3 Simplified consideration of non-linearity -- 11.5.4 Lining modelling -- 11.5.5 Consideration of water proofing -- 11.6. Considering the construction process -- 11.6.1 Overview -- 11.6.2 Stress method -- 11.6.3 Stiffness method -- 11.6.4 Volume loss control -- 11.6.5 General considerations -- 11.7. Validation/calibration -- 11.8. Sensitivity analysis -- 11.9. Support modelling -- 11.9.1 Sprayed concrete lining -- 11.9.2 Spiles and bolts -- 11.9.3 Face stability -- 11.10. Compensation grouting -- Chapter 12: Section design -- 12.1. Section design strategy -- 12.2. Consideration of construction sequence in the design -- 12.3. Design situations -- 12.4. Material factors -- 12.5. Action/loads -- 12.6. External loads -- 12.6.1 Ground loads -- 12.6.2 Water loads -- 12.6.3 Building and surface loads -- 12.6.3.1 Structures with shallow foundations -- 12.6.3.2 Buildings with piled foundations -- 12.6.3.3 Unloading -- 12.6.4 Surcharges -- 12.6.5 Loads during execution -- 12.6.5.1 Adjacent excavations and construction -- 12.6.5.2 Construction surcharge loading -- 12.6.5.3 TBM loads -- 12.6.5.4 Compensation grouting -- 12.7. Internal loads -- 12.7.1 Fixing loads -- 12.7.2 Thermal loads -- 12.7.3 Traction loads -- 12.7.4 Internal pressure -- 12.8. Accidental loads -- 12.8.1 Impact loads -- 12.8.2 Blast loads -- 12.9. Load combinations -- 12.9.1 Design for the ULS -- 12.9.2 Combinations for SLS design -- 12.10. Plastic redistribution -- Chapter 13: Designing for fire -- 13.1. Fires in tunnels -- 13.2. SCL response to fire.
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| 505 |
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|a 13.3. Protection options and considerations -- 13.3.1 Fire suppression systems -- 13.3.2 Cladding and coatings systems -- 13.3.3 Micro-synthetic fibres -- Chapter 14: Instrumentation and monitoring -- 14.1. Optical 3D monitoring -- 14.2. Tape extensometers -- 14.3. Pressure cells -- 14.4. Strain measurements -- 14.5. Strength testing -- 14.5.1 Thermal imaging -- 14.6. External monitoring -- 14.7. Setting trigger values -- 14.8. Understanding and interpretation -- Chapter 15: Sustainability in design -- 15.1. Carbon calculations -- 15.2. Lining configuration -- 15.3. Reducing sources of waste -- Chapter 16: Specifications, assurance and design outputs -- 16.1. Specifications -- 16.1.1 Responsibilities -- 16.1.2 Scope and content -- 16.2. Assurance -- 16.2.1 Design -- 16.2.2 Independent checking -- 16.2.3 Construction -- 16.3. Design outputs -- 16.3.1 Drawings -- 16.3.2 Other documents -- 16.3.3 Risk assessments -- References -- 17.1. Key books and publications -- 17.2. Other reference documents -- 17.3. Papers and publications -- Index.
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| 520 |
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|a The ebook edition of this title is Open Access and freely available to read online. Sprayed Concrete Linings in Soft Ground is a best practice guide to the design and construction of Sprayed Concrete Lining (SCL) infrastructure.
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| 532 |
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|a Accessibility summary: This EPUB 3 file conforms to EPUB Accessibility 1.1 and meets WCAG 2.2 Level AA standards.
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| 532 |
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|a Publisher's web page for detailed accessibility information: https://www.emeraldgrouppublishing.com/emerald-accessibility-statement
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|a Compatibility tested: https://daisy.org
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|a Publisher contact for further accessibility information: support@emerald.com
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|a Description based on publisher supplied metadata and other sources.
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| 650 |
|
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|a TECHNOLOGY & ENGINEERING / Civil / General.
|2 bisacsh
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| 650 |
|
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|a TECHNOLOGY & ENGINEERING / Civil / Soil & Rock.
|2 bisacsh
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| 650 |
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|a TECHNOLOGY & ENGINEERING / Surveying.
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|i Print version:
|a British Tunnelling Society, UK
|t Sprayed Concrete Linings in Soft Ground
|d Leeds : ICE Publishing,c2025
|z 9781836086932
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