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|a Somerville, George,
|e author
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|a Management of Deteriorating Concrete Structures /
|c George Somerville
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|a First edition
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| 264 |
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|a Boca Raton, FL :
|b CRC Press,
|c 2014
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| 300 |
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|a 1 online resource :
|b text file, PDF
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|a text
|b txt
|2 rdacontent
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|a computer
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|2 rdamedia
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|a online resource
|b cr
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|a Includes bibliographical references and index
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|a Cover; Half Title; Title Page; Copyright Page; Contents; Figures; Tables; Preface; Acknowledgements; 1 Introduction; 1.1 Background; 1.2 The book in outline; 1.2.1 General; 1.2.2 Scope and key points; 1.2.2.1 Chapter 2 Feedback and perspective on deterioration; 1.2.2.2 Chapter 3 Management and maintenance systems; 1.2.2.3 Chapter 4 Defects, deterioration mechanisms and diagnosis; 1.2.2.4 Chapter 5 Preliminary structural assessment; 1.2.2.5 Chapter 6 Detailed structural assessment; 1.2.2.6 Chapter 7 Protection, prevention, repair, renovation and upgrading; 1.2.2.7 Chapter 8 Back to the future
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|a 2 Feedback and perspective on deterioration2.1 General survey data; 2.2 Environment and local micro-climate; 2.3 Effect of design, detailing and construction quality; 2.4 Performance of remedial/repair systems in the field; 2.5 Structural issues; 2.5.1 Historical context; 2.5.2 What constitutes 'failure'?; 2.5.3 Structural sensitivity versus hidden strengths; 2.6 Summary of Chapter 2; References; 3 Management and maintenance systems; 3.1 Introduction and history; 3.2 Some examples of current guidance on asset management; 3.2.1 Type 1: General national and international guidance
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|a 3.2.1.1 Institution of Structural Engineers, UK. Appraisal of existing structures [3.9]3.2.1.2 American Concrete Institute (ACI). Strength evaluation of existing concrete buildings [3.10]; 3.2.1.3 Canadian Standards Association. Existing bridge evaluation [3.11]; 3.2.1.4 CEB/fib activity [3.12, 3.13]; 3.2.1.5 Concrete Society Technical Report 54 [3.14]; 3.2.2 Type 2. Structure specific -- bridges; 3.2.2.1 Highway bridge structures in the UK; 3.2.2.2 BRIME, PONTIS and DANBRO; 3.2.2.3 The Swedish Bridge Management System: SAFEBRO; 3.2.3 Type 2: Structure specific -- other structures
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|a 3.2.3.1 Multi-storey car parks (MSCP)3.2.3.2 Ports, harbours, maritime structures; 3.2.3.3 General civil engineering; 3.2.3.4 Nuclear power installations; 3.2.4 Type 3: Aggressive actions; 3.2.4.1 Introduction; 3.2.4.2 Alkali-silica reaction; 3.2.4.3 Corrosion; 3.2.4.4 Freeze-thaw action; 3.2.4.5 Different forms of sulfate attack; 3.2.4.6 Summary of 3.2.4 -- Aggressive actions; 3.2.5 Type 4 -- Inspection and testing procedures; 3.3 General principles and objectives; 3.3.1 Introduction; 3.3.2 Elements/factors in an asset management system; 3.3.3 Implications for 'action modules'; References
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|a 4 Defects, deterioration mechanisms and diagnosis4.1 Introduction; 4.2 Identification of defects and their causes; 4.2.1 Introduction; 4.2.2 Cracking; 4.2.3 Other sources of defects; 4.3 Aggressive actions; 4.3.1 Introduction; 4.3.2 Overall perspective; 4.3.3 Material considerations; 4.3.3.1 Cements; 4.3.3.2 Aggregates; 4.3.3.3 Concrete; 4.3.3.4 Reinforcementandprestressingsteel; 4.3.4 Corrosion; 4.3.4.1 Carbonation; 4.3.4.2 Chloride ingress; 4.3.4.3 Notes on the corrosion process; 4.3.5 Sulfate attack; 4.3.5.1 'Conventional' sulfate attack; 4.3.5.2 The thaumasite form of sulfate attack (TSA)
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|a "Demolishing and rebuilding is becoming less and less of an option, and developing trends such as the growth of PFI are directing attention to whole life costing. With the relentless drive towards greater sustainability, proper asset management of the existing infrastructure will become increasingly important in the future. This authoritative book draws together deterioration and repair/remediation with practical asset management. Despite the wealth of information there is a lack of clear guidance on how to carry out a practical assessment of concrete structures and manage repair in the field. Accordingly, this book gives solid practical guidance on assessment, and outlines when and how to act. The focus is on engineering aspects and decision-making, in terms of perspective, procedures and principles, while giving references for matters of detail such as test methods and the mechanisms of deterioration. It links deterioration to deficiencies in design, detailing, materials and construction quality. It then gives examples of how asset management systems have evolved for different types of structure in different countries. It shows how to move forward from inspection and diagnosis, through different methods of damage or structural assessment, to the selection of the optimum method of repair or remedial action. The concept of progressive screening is proposed that is, only going as far as is necessary to reach a decision with confidence. The author has drawn on over thirty years experience on concrete durability and, in particular, on his involvement in three recent European-funded projects, involving collaboration between the owners of structures and researchers."--Provided by publisher
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| 650 |
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|a Building inspection
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| 650 |
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|a Building
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| 650 |
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|a Concrete construction
|x Maintenance and repair
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| 650 |
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|a Concrete
|x Deterioration
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| 650 |
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0 |
|a Structural engineering
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| 650 |
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|a Surveying
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| 650 |
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6 |
|a Béton
|x Détérioration
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| 650 |
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6 |
|a Construction en béton
|x Entretien et réparations
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| 650 |
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6 |
|a Construction
|x Inspection
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| 650 |
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6 |
|a Construction
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| 650 |
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6 |
|a Technique de la construction
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| 650 |
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|a Betonsanierung
|2 gnd
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|a Betonschaden
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|a Building inspection
|2 fast
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|a Building
|2 fast
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| 650 |
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|a Concrete construction
|x Maintenance and repair
|2 fast
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| 650 |
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7 |
|a Concrete
|x Deterioration
|2 fast
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| 650 |
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7 |
|a Structural engineering
|2 fast
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| 650 |
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|a Surveying
|2 fast
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| 650 |
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|a TECHNOLOGY & ENGINEERING
|x Civil
|x General
|2 bisacsh
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| 650 |
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|a constructions (sculpture)
|2 aat
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| 650 |
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|a structural engineering
|2 aat
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