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Trenchless Technology : Pipeline and Utility Design, Construction, and Renewal, Second Edition /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Najafi, Mohammad (Autor), Gokhale, Sanjiv (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: New York, N.Y. : McGraw-Hill Education, [2022]
Edición:Second edition.
Temas:
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Cover
  • Title Page
  • Copyright Page
  • Contents
  • Foreword
  • Foreword to First Edition
  • Preface
  • Acknowledgments
  • 1 Overview and Comparison of Trenchless Technologies
  • 1.1 Introduction
  • 1.2 Two Main Divisions of Trenchless Technology Methods
  • 1.3 Trenchless Construction Methods (TCMs)
  • 1.4 Trenchless Renewal Methods (TRMs)
  • 1.5 Summary
  • 2 Social Costs of Utility Construction: A Life Cycle Cost Approach
  • 2.1 Cost of a Project
  • 2.2 Preconstruction Costs
  • 2.3 Construction Costs
  • 2.4 Postconstruction Costs
  • 2.5 Calculating Social Costs
  • 2.6 Estimating Cost of Traffic Disruptions
  • 2.7 Reducing Social Costs
  • 2.8 Summary
  • 3 Pipeline Asset Management, Condition Assessment, and Cleaning
  • 3.1 Background
  • 3.2 Asset Management
  • 3.3 Causes of Pipeline Deterioration
  • 3.4 Pipeline Inspection: Gravity Sewer Pipe
  • 3.5 Pipeline Inspection: Pressure Pipe
  • 3.6 Acoustic Emission Testing (AET)
  • 3.7 Tethered and Untethered Transmission Main Leak Location
  • 3.8 Pipeline Cleaning Methods
  • 3.9 Gas and Hazardous Liquid Asset Management
  • 3.10 External Corrosion
  • 3.11 Internal Corrosion
  • 3.12 Inline Inspection
  • 3.13 Third Party Damage Prevention
  • 3.14 Surveys and Patrols
  • 3.15 Advanced Leak Detection
  • 3.16 Emerging Technologies
  • 3.17 Acknowledgement
  • 4 Design Considerations for Trenchless Pipeline Construction Methods
  • 4.1 Introduction
  • 4.2 Surface Survey
  • 4.3 Subsurface Investigations
  • 4.4 Alignment Considerations
  • 4.5 Calculating Jacking Force in Pipe Jacking and Microtunneling
  • 4.6 Summary
  • 5 Design Considerations for Trenchless Renewal Methods
  • 5.1 Introduction
  • 5.2 TRM Selection Process
  • 5.3 Selection of a Renewal Method Based on Existing Pipe Conditions
  • 5.4 Selection of a Renewal Method Based on Site and Project Conditions
  • 5.5 Selection of a Renewal Method (a Six-Step Process)
  • 5.6 General Design Considerations
  • 5.7 Structural Design of CIPP
  • 6 Pipe Materials for Trenchless Technology
  • 6.1 Introduction
  • 6.2 Pipe-Soil Interaction
  • 6.3 Pipe Selection Considerations
  • 6.4 Cement-Based Pipes
  • 6.5 Vitrified Clay Pipe
  • 6.6 Plastics Pipes
  • 6.7 Metallic Pipes
  • 6.8 Corrosion Protection
  • 6.9 Acknowledgments
  • 7 Horizontal Auger Boring (Bore and Jack)
  • 7.1 Introduction
  • 7.2 Brief History
  • 7.3 Method Description
  • 7.4 Cradle-Type Horizontal Auger Boring
  • 7.5 Main Features and Application Range
  • 7.6 Guidance Systems
  • 7.7 Hybrid Methods
  • 8 Pipe Ramming
  • 8.1 Introduction
  • 8.2 Method Description
  • 8.3 Main Features and Application Range
  • 8.4 Effects of Pipe Ramming on Surrounding Environment
  • 9 Pipe/Box Jacking and Utility Tunneling
  • 9.1 Introduction to Pipe Jacking
  • 9.2 Method Description
  • 9.3 Main Features and Application Range
  • 9.4 Introduction to Utility Tunneling
  • 9.5 Method Description
  • 9.6 Main Features and Application Range
  • 10 Horizontal Directional Drilling
  • 10.1 Introduction and Background
  • 10.2 HDD Classifications
  • 10.3 Method Description
  • 10.4 Main HDD Features and Application Range
  • 10.5 Acknowledgment
  • 11 Microtunneling Methods
  • 11.1 Introduction
  • 11.1.1 History
  • 11.2 Method Description
  • 11.2.1 Slurry MTBM
  • 11.2.2 Jacking System
  • 11.2.3 Spoil Removal System
  • 11.2.4 Guidance and Remote-Control System
  • 11.2.5 Active Direction Control
  • 11.2.6 Jacking Pipe
  • 11.3 Microtunneling Process
  • 11.4 Main Features and Application Range
  • 11.4.1 Diameter Range
  • 11.4.2 Depth of Installation
  • 11.4.3 Drive Length
  • 11.4.4 Required Working Space
  • 11.4.5 Soil Conditions
  • 11.4.6 Productivity
  • 11.4.7 Accuracy
  • 11.4.8 Major Advantages
  • 11.4.9 Major Limitations
  • 12 Pilot Tube
  • 12.1 Introduction
  • 12.2 Method Description
  • 12.3 Main Features and Application Range
  • 12.4 Advantages
  • 12.5 Limitations
  • 12.6 Acknowledgment
  • 13 Direct Pipe
  • 13.1 Introduction and Background
  • 13.2 Method Description
  • 13.3 Main Features and Application Range
  • 13.4 Hydraulic Fracture Analysis for Direct Pipe
  • 13.5 Case Study
  • 13.6 Review Questions
  • 13.7 Acknowledgments
  • 14 Cured-in-Place-Pipe
  • 14.1 Introduction
  • 14.2 Site Compatibility and Applications
  • 14.3 Main Characteristics
  • 14.4 Method Description
  • 14.5 Major Advantages
  • 14.6 Major Limitations
  • 14.7 Case Study
  • 15 Sliplining
  • 15.1 Introduction
  • 15.2 Site Compatibility and Applications
  • 15.3 Main Characteristics
  • 15.4 Sliplining Methods
  • 15.5 Installation
  • 15.6 Design Considerations
  • 15.7 Sliplining Gas Lines
  • 15.8 Advantages
  • 15.9 Limitations
  • 15.10 Case Study: Large Diameter Segmental Sliplining
  • 16 Close-fit Pipe
  • 16.1 Introduction
  • 16.2 Close-fit Pipe Applications
  • 16.3 Method Description
  • 16.4 Quality Documentation
  • 16.5 Advantages
  • 16.6 Limitations
  • 17 In-line Replacement
  • 17.1 Introduction
  • 17.2 Pipe Bursting Methods
  • 17.3 Pipe Removal Methods
  • 17.4 Method Applicability
  • 17.5 Construction Considerations
  • 17.6 Advantages
  • 17.7 Limitations
  • 18 Service Lateral Renewal
  • 18.1 Introduction
  • 18.2 Service Lateral Renewal Methods
  • 18.3 Advantages
  • 18.4 Limitations
  • 19 Localized Repair
  • 19.1 Introduction
  • 19.2 Primary Characteristics
  • 19.3 Robotic Repairs
  • 19.4 Grouting
  • 19.5 Internal Seal
  • 19.6 Point CIPP
  • 20 Modified Sliplining
  • 20.1 Introduction
  • 20.2 Spiral Wound Lining (SWL)
  • 20.3 Panel Lining (PL)
  • 20.4 Fiber Reinforced Polymer (FRP) Linings
  • 20.5 Acknowledgment
  • 21 Spray Applied Pipe Linings
  • 21.1 Introduction
  • 21.2 Material Type and Purpose
  • 21.3 Installation Process
  • 21.4 Inspection and Testing
  • 21.5 Acknowledgment
  • 22 Thermoformed Pipe
  • 22.1 Introduction
  • 22.2 Thermoformed Pipe Applications
  • 22.3 Construction Considerations
  • 22.4 Quality Assurance and Documentation
  • 22.5 Advantages
  • 22.6 Limitations
  • 23 Sewer Maintenance Hole Renewal
  • 23.1 Introduction
  • 23.2 Maintenance Hole Components and Typical Problems
  • 23.3 Maintenance Hole Inspection and Safety Issues
  • 23.4 Classification of Maintenance Hole Problems and Selection of Proper Method
  • 23.5 Decision Support Tool for Maintenance Hole Rehabilitation
  • 23.6 Summary of Maintenance Hole Renewal Methods
  • 23.7 Advantages and Limitations of Maintenance Hole Renewal Methods
  • Glossary
  • Acronyms and Abbreviations
  • Organizations Related to Trenchless Technology
  • Conversion Table
  • Bibliography
  • References
  • Index.