Buried Rigid Pipes. (2014)

• Record Type: Book
• Further Information: Note: OC Young, JJ Trott.
• Authors: Young, OC; Trott, JJ
• Contents: Cover; Half Title; Title Page; Copyright Page; Preface; Table of Contents; Acknowledgement; List of Main Symbols; Chapter 1 General Considerations; 1.1 Initial stages of design; 1.2 Rigid pipes and flexible pipes; 1.3 Types of pipe available; 1.4 The selection of suitable pipes; 1.5 Basic principles of structural design; 1.6 Methods of installing pipes; 1.7 Other design considerations; Chapter 2 Loads on Pipelines; 2.1 General; 2.2 Fill load in a narrow trench; 2.3 Fill load on a pipe with positive projection under an embankment 2.4 The wide trench condition (transition width and transition depth)2.5 Fill load on a pipe with negative projection under an embankment; 2.6 Fill loads on pipes inserted without trenching; 2.7 Soil density; 2.8 Loading effect of the weight of the pipe contents (Ww); 2.9 Concentrated surcharge loads; 2.10 Uniform surcharge of large extent; 2.11 Uniform surcharge of limited extent; 2.12 Total external load on pipes; 2.13 More than one pipe in a single trench; 2.14 Loads on flexible pipes; Chapter 3 Supporting Strength of Pipes; 3.1 Standard tests for pipe strength; 3.2 Beddings for pipes 3.3 Standard types of trench beddings3.4 Beddings for pipes with positive projection; 3.5 Bedding factors for pipes with positive projection; 3.6 Non-circular conduits; 3.7 Concrete pipes with non-uniform reinforcement; 3.8 GRP-wrapped concrete pipes; 3.9 Pipes with concrete surround; 3.10 Pipes with concrete 'bed and haunch; 3.11 Determination of required pipe strength for non-pressure pipes; 3.12 Behaviour of flexible pipes; 3.13 Rigid pipes with internal pressure; Chapter 4 Special Conditions; 4.1 Late removal of trench sheeting; 4.2 Trench backfilled with concrete 4.3 Pipeline supported on piles in unstable ground4.4 Submerged pipeline; 4.5 Pipeline with very shallow cover; 4.6 Pipeline above ground level; 4.7 Effects of mining subsidence; 4.8 Special soil conditions; 4·9 Lateral or inclined loads; 4.10 Pipelines carrying aggressive liquids; Chapter 5 Provisions against Movement; 5.1 Causes of movement; 5.2 Use of flexible pipe joints; Chapter 6 Installation Considerations; 6.1 Effect of installation conditions on future performance; 6.2 Pipe handling and storage; 6.3 Excavation; 6.4 Preparation of the trench bottom; 6.5 Bedding, laying and jointing 6.6 Leakage testing6.7 Initial backfilling; 6.8 Main backfill; 6.9 Surface reinstatement; 6.10 Cleaning; 6.11 Installation without trenching; 6.12 Pipelines under embankments; 6.13 Other considerations; Chapter 7 Faults and Failures; 7.1 Nature of faults and failures; 7.2 Location of faults and failures; 7.3 Interpretation of crack patterns; 7.4 General infiltration; Chapter 8 Design Procedure; 8.1 Establishment of design data; 8.2 Computation of external loads using design charts; 8.3 Determination of required pipe strength; 8.4 Specification; Chapter 9 Recent Developments
• Publisher Details: Boca Raton, FL : CRC Press
• Publication Date: 2014
• Extent: 1 online resource
• Subjects: 621.8672; Tunnelling; Underground construction; Underground construction; Electronic books
• Languages: English
• ISBNs: 9781482275520
• Related ISBNs: 148227552X
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.