- Cover image
- Title page
- Copyright
- Author contact details
- Woodhead Publishing Series in Civil and Structural Engineering
- Introduction
- Acknowledgements
- 1. The transport properties of concrete and the equations that describe them
- 2. Computer models to predict the transport processes in concrete
- 3. Surface tests to determine transport properties of concrete – I: the tests
- 4. Surface tests to determine transport properties of concrete – II: analytical models to calculate permeability
- 5. Surface tests to determine transport properties of concrete – III: measuring gas permeability
- 6. Measurements of gas migration in concrete
- 7. Water vapour and liquid permeability measurements in concrete
- 8. Measurement of porosity as a predictor of the transport properties of concrete
- 9. Factors affecting the measurement of the permeability of concrete
- 10. Electrical tests to analyse the transport properties of concrete – I: modelling diffusion and electromigration
- 11. Electrical tests to analyse the transport properties of concrete – II: using a neural network model to derive diffusion coefficients
- 12. Electrical tests to analyse the fundamental transport properties of concrete – III: modelling tests without applied voltages
- 13. Applications using measured values of the transport properties of concrete I: predicting the durability of reinforced concrete
- 14. Applications using measured values of the transport properties of concrete II: modelling the effect of gas pressure
- 15. Applications using measured values of the transport properties of concrete – III: predicting the transport of liquids through concrete barriers for waste containment
- Conclusions, recommendations and guidance for measuring transport properties of concrete
- Appendix 1: List of papers for the experimental data and derivations
- Appendix 2: Notation and abbreviations
- Index
Transport Properties of Concrete
Measurement and Applications
Peter A. Claisse
Woodhead Publishing Series in Civil and Structural Engineering: Number 53
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