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Design of precast prestressed concrete pavement in Indian scenario (Also available on CD)

By: Contributor(s): Material type: TextTextPublication details: 2018Description: viii,ix,48p.,CD-ROMDDC classification:
  • B TH-0768 PAT
Contents:
CONTENTS APPROVAL II Acknowledgment III Abstract IV List of figures VII List of tables VIII List of charts IX 1 Introduction 1 1.1 Need for study 1 1.2 Objective 2 1.3 Methodology 2 1.4 Scope of work 3 2 Literature Study 4 2.1 Post-tensioning Methods 5 2.2 Support Conditions 9 3 Design Considerations 11 4 Design of Prestressed Pavements System 17 4.1 Design of pre-stressing system: 18 4.2 Panel Thickness 20 4.3 Finalize Prestressing system: 22 4.4 Expansion Joint Design 23 4.4.1 Immediate PTSection shortening caused by posttensioning: 23 4.4.2 Temperature associated PTSection End movements 23 4.4.3 Concrete creep associated PTSection End movement 24 4.4.4 Concrete Shrinkage associated PTSection End Movement 24 4.4.5 Total PTSection End Movements: 24 4.4.6 Joint Sealant Selection 25 4.4.7 Joint width at the time of installation 25 5 Design Illustration Tables 26 5.1 Flexural stresses 26 5.2 Prestressing System 32 5.3 Design Illustration 38 6 Conclusion 43 Annexures 44 References 47
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Item type Current library Collection Call number Status Date due Barcode Item holds
Thesis CEPT Library Faculty of Technology B TH-0768 PAT Not for loan 019825
Total holds: 0

CONTENTS
APPROVAL II
Acknowledgment III
Abstract IV
List of figures VII
List of tables VIII
List of charts IX
1 Introduction 1
1.1 Need for study 1
1.2 Objective 2
1.3 Methodology 2
1.4 Scope of work 3
2 Literature Study 4
2.1 Post-tensioning Methods 5
2.2 Support Conditions 9
3 Design Considerations 11
4 Design of Prestressed Pavements System 17
4.1 Design of pre-stressing system: 18
4.2 Panel Thickness 20
4.3 Finalize Prestressing system: 22
4.4 Expansion Joint Design 23
4.4.1 Immediate PTSection shortening caused by posttensioning: 23
4.4.2 Temperature associated PTSection End movements 23
4.4.3 Concrete creep associated PTSection End movement 24
4.4.4 Concrete Shrinkage associated PTSection End Movement 24
4.4.5 Total PTSection End Movements: 24
4.4.6 Joint Sealant Selection 25
4.4.7 Joint width at the time of installation 25
5 Design Illustration Tables 26
5.1 Flexural stresses 26
5.2 Prestressing System 32
5.3 Design Illustration 38
6 Conclusion 43
Annexures 44
References 47

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