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|a 9781260458749 (e-ISBN)
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|a 1260458741 (e-ISBN)
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|a 9781260458732 (print-ISBN)
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|a 1260458733 (print-ISBN)
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|z (OCoLC)1268132004
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|a IN-ChSCO
|b eng
|e rda
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|a eng
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|a 621.8672
|2 23
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| 100 |
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|a Najafi, Mohammad,
|e author.
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| 245 |
1 |
0 |
|a Trenchless Technology :
|b Pipeline and Utility Design, Construction, and Renewal, Second Edition /
|c Mohammad Najafi, Sanjiv Gokhale.
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| 250 |
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|a Second edition.
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| 264 |
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1 |
|a New York, N.Y. :
|b McGraw-Hill Education,
|c [2022]
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| 264 |
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|c ?2022
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| 300 |
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|a 1 online resource (589 pages) :
|b illustrations.
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| 336 |
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|a text
|2 rdacontent
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| 337 |
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|a computer
|2 rdamedia
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| 338 |
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|a online resource
|2 rdacarrier
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| 504 |
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|a Includes bibliographical references and index.
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|a 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.
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| 530 |
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|a Also available in print edition.
|
| 533 |
|
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|a Electronic reproduction.
|b New York, N.Y. :
|c McGraw Hill,
|d 2022.
|n Mode of access: World Wide Web.
|n System requirements: Web browser.
|n Access may be restricted to users at subscribing institutions.
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| 538 |
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|a Mode of access: Internet via World Wide Web.
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| 546 |
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|a In English.
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| 588 |
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|a Description based on e-Publication PDF.
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| 650 |
|
0 |
|a Trenchless construction.
|
| 650 |
|
0 |
|a Pipelines
|x Design and construction.
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| 650 |
|
0 |
|a Underground utility lines
|x Design and construction.
|
| 655 |
|
0 |
|a Electronic books.
|
| 700 |
1 |
|
|a Gokhale, Sanjiv,
|e author.
|
| 776 |
0 |
8 |
|i Print version:
|t Trenchless Technology : Pipeline and Utility Design, Construction, and Renewal.
|b Second Edition.
|d New York, N.Y. : McGraw-Hill Education, 2022
|z 9781260458732
|w (OCLC)1253363001
|w (DLC) 2021938637
|
| 856 |
4 |
0 |
|u https://accessengineeringlibrary.uam.elogim.com/content/book/9781260458732
|z Texto completo
|
