Details

Subject(s)

• Boring [Browse]
• Pipelines—Design and construction [Browse]
• Trenchless construction [Browse]

Author

• Atalah, Alan [Browse]
• Onsarigo, Lameck [Browse]

Series

• ASCE manuals and reports on engineering practice [More in this series]
• Manuals and Reports on Engineering Practice ; v. 106

Summary note

MOP 106, Second Edition, presents current practices for the planning, design, and construction of pipelines using horizontal auger boring methods.

Notes

5.5.6 Obstructions: Rocks, Boulders, Wood, and Artificial Debris.

Source of description

Print version record.

Contents

• Preface
• Acknowledgments
• Abbreviations, Acronyms, and Initialisms
• Chapter 1: GENERAL
• 1.1 Scope of This MOP
• 1.2 Why Trenchless Technology?
• 1.3 Horizontal Auger Boring
• 1.3.1 Auger Boring Process
• 1.3.2 HAB History
• 1.3.3 Applications and Limitations of HAB
• 1.4 Overview of Alternative Trenchless Technologies
• 1.4.1 Microtunneling
• 1.4.2 Pipe Jacking
• 1.4.3 Horizontal Directional Drilling
• 1.4.4 Pipe Ramming
• 1.4.5 Utility Tunneling
• 1.4.6 Pilot Tube Method
• References
• Chapter 2: HORIZONTAL AUGER BORING SYSTEM
• 2.1 System Components
• 2.1.1 HAB Machine.
• 2.1.2 Steering Kit and Grade Indicator2.1.3 Cutterheads
• 2.1.4 Adapter Kit
• 2.1.5 Different Sizes of Augers
• 2.2 Recent Innovations in HAB
• 2.2.1 On-Target Steering System
• 2.2.2 Boring Machine Tunnel Attachment
• 2.2.3 Safety Features
• 2.3 Variations of HAB
• 2.3.1 Small Boring Units
• 2.3.2 SBU-Auger
• 2.3.3 Motorized SBU
• 2.3.4 Suitability of the System for Various Ground Conditions
• 2.3.5 Pilot Tube Method
• 2.4 Considerations and Limitations of HAB
• Chapter 3: PLANNING PHASE
• 3.1 Feasibility Study
• 3.2 Predesign Survey
• 3.2.1 General Survey of Site Surface Conditions.
• 3.2.2 Alignment Considerations3.2.3 Traffic Information
• 3.2.4 Preliminary Geotechnical Investigation
• 3.3 Cost Considerations
• 3.4 Environmental Considerations and Social Benefits
• 3.4.1 Environmental Benefits
• 3.4.2 Social Benefits
• 3.5 Regulatory Requirements
• 3.6 Show Stoppers and Premium Cost Conditions
• 3.6.1 Potential Show Stoppers
• 3.6.2 Premium Cost Conditions
• Chapter 4: GEOTECHNICAL INVESTIGATIONS
• 4.1 Importance of Geotechnical Investigation
• 4.2 Risk Management and Geotechnical Investigation
• 4.3 Geotechnical Investigation Program.
• 4.3.1 Phases of Geotechnical Investigations4.3.2 Subsurface Geotechnical Explorations
• 4.3.3 Exploratory Borings
• 4.3.4 Test Pits/Trenches and Surface Mapping
• 4.3.5 Geophysical Investigation
• 4.4 Geotechnical Properties
• 4.4.1 Soil Characteristics
• 4.4.2 Rock Conditions
• 4.4.3 Mixed-Face Conditions
• 4.4.4 Natural Obstructions: Gravels, Cobbles, and Boulders
• 4.4.5 Potential Obstructions
• 4.4.6 Groundwater Conditions
• 4.4.7 Contaminated Ground or Groundwater
• 4.4.8 Artificial and Environmentally Sensitive Features
• 4.4.9 Laboratory Testing
• 4.5 Geotechnical Reporting Requirements
• References.
• Chapter 5: DESIGN AND PRECONSTRUCTION PHASE5.1 Feasibility and Risk Assessment
• 5.2 Auger Boring Design
• 5.2.1 Casing Pipe Design
• 5.2.2 Carrier Pipe Design
• 5.2.3 Structural Design of Jacking/Carrier Pipe
• 5.2.4 Soil Dead Load/Overburden Pressure
• 5.2.5 Soil Live Load
• 5.3 Pit or Shaft Considerations
• 5.4 Groundwater Considerations
• 5.5 Site-Specific Design for Risk Management
• 5.5.1 Subsurface Utility Engineering
• 5.5.2 Geotechnical Investigation
• 5.5.3 Traffic Flow and Pedestrian Access
• 5.5.4 Sensitive Environments
• 5.5.5 Contaminated Media.

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ISBN

• 0784480230 ((electronic bk.))
• 9780784480236 ((electronic bk.))

OCLC

982452579

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