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Durability design and quality assurance of major concrete infrastructure

  • Gjorv, Odd E. (Norwegian University of Science and Technology - NTNU)
  • Received : 2012.11.16
  • Accepted : 2013.01.03
  • Published : 2013.03.25

Abstract

Upon completion of new concrete structures, the achieved construction quality always shows a high scatter and variability, and in severe environments, any weaknesses and deficiencies will soon be revealed whatever durability specifications and materials have been applied. To a certain extent, a probability approach to the durability design can take the high scatter and variability into account. However, numerical solutions alone are not sufficient to ensure the durability and service life of concrete structures in severe environments. In the present paper, the basis for a probability-based durability design is briefly outlined and discussed. As a result, some performance-based durability requirements are specified which are used for quality control and quality assurance during concrete construction. The final documentation of achieved construction quality and compliance with the specified durability are key to any rational approach to more controlled and increased durability. As part of the durability design, a service manual for future condition assessment and preventive maintenance of the structure is also produced. It is such a service manual which helps provide the ultimate basis for achieving a more controlled durability and service life of the given concrete structure in the given environment.

Keywords

References

  1. Atkins, P.W. and De Paula, J. (2006), Physical chemistry, 8th Ed., Oxford University Press, Oxford.
  2. Bijen, J. (1998), Blast furnace slag cement for durable marine structures, VNC/BetonPrisma, DA's-Hertogenbosch.
  3. "DuraCrete - Final Technical Report" (2000), The European Union - Brite EuRam III Research Project: "Probabilistic performance based durability design of concrete structures", Document BE95-1347/R17, CUR, Gauda.
  4. "DuraCrete - General Guidelines for Durability Design and Redesign" (2000), The European Union - Brite EuRam III Research Project: "Probabilistic performance based durability design of concrete structures", Document BE95-1347/R15, CUR, Gauda.
  5. Ferreira, R.M. (2004), Probability-based durability design of concrete structure in marine environment, Ph.D. Thesis, University of Minho, Guimaraes.
  6. Ferreira, R.M., Gjorv, O.E. and Jalali, S. (2004), "Software for probability-based durability design of concrete structures", Proceedings Vol. 1, Fourth International Conference on Concrete under Severe Conditions - Environment and Loading, National University and Korea Concrete Institute, Seoul, 1015-1024.
  7. FIP - Federation Internationale de la Precontrainte (1996), Durability of concrete structures in the North Sea - State of the Art Report, London, UK.
  8. Gehlen, C. and Schiessl, P. (1999), "Probability-based durability design for the Western Scheldt Tunnel", Struct. Concrete, 2(1), 1-7.
  9. Gehlen, C. (2007), "Durability design according to the new model code for service life design", Proceedings Vol. 1, Fifth International Conference on Concrete under Severe Conditions - Environment and Loading, Paris, 35-50.
  10. Gjorv, O.E. (1968), Durability of reinforced concrete wharves in Norwegian Harbours, Ingeniorforlaget AS, Oslo.
  11. Gjorv, O.E. (1994), "Steel corrosion in concrete structures exposed to Norwegian marine environment", Concrete Int., 16(4), 35-39.
  12. Gjorv, O.E. (2002), "Durability and service life of concrete structures", Proceedings, The First fib Congress 2002, Session 8, 6, Japan Prestressed Concrete Engineering Association, Tokyo, 1-16.
  13. Gjorv, O.E. (2003), "Durability of concrete structures and performance-based quality control", Proceedings, International Conference on Performance of Construction Materials in The New Millenium, Shams University, Cairo, Egypt.
  14. Gjorv, O.E. (2009), Durability design of concrete structures in severe environments, Taylor & Francis, London and New York. (Press of China Building Materials Industry, Beijing, 2010).
  15. Gulikers, J. (2011), "Practical implications of performance specifications for durability design of reinforced concrete structures", Proceedings, International Workshop on Performance-Based Specifications for Concrete, Ed. by F. Dehn and H. Beushausen, MFPA Leipzig GmbH, Institute for Materials Research and Testing, Leipzig, 341-350.
  16. Helland, S., Aarstein, R. and Maage, M. (2008), "In-field performance of North Sea HSC/HPC offshore platforms with regard to chloride resistance", Proceedings, Eight International Symposium on Utilization of High-Strength and High-Performance Concrete, Japan Concrete Institute, Tokyo, 833-840.
  17. Luping, T., Nilsson, L.O. and Basher, P.A.M. (2012), Resistance of concrete to chloride ingress, Spon Press, London and New York.
  18. McGee, R. (1999), "Modelling of durability performance of tasmanian bridges", Proceedings, Eight International Conference on the Application of Statistics and Probability, Sidney.
  19. Nagi, M.A., Okamoto, P.A., Kozikowski, R.L. and Hover, K. (2007), Evaluating air-entraining admixtures for highway concrete, NCHRP Report 578, Transportation Research Board, Washington, DC.
  20. NORDTEST (1999), NT Build 492: Concrete, mortar and cement based repair materials: Chloride migration coefficient from non-steady state migration experiments, Espoo.
  21. NAHE (2004), Durable concrete structures - Part 1: Recommended specifications for new concrete harbor structures, 1st Ed., Norwegian Association for Harbor Engineers, TEKNA, Oslo. (In Norwegian)
  22. NAHE (2004), Durable concrete structures - Part 2: Practical guidelines for durability design and concrete quality assurance, 1st Ed., Norwegian Association for Harbor Engineers, TEKNA, Oslo. (In Norwegian)
  23. PANE (1936), Concrete in seawater, Publication No. 3, The Concrete Committee of the Professional Association for Norwegian Engineers, Oslo. (In Norwegian)
  24. PIANC/NAHE (2009), Durable concrete structures - Part 1: Recommended specifications for new concrete harbor structures, 3rd Ed., Norwegian Association for Harbor Engineers, TEKNA, Oslo. (In Norwegian)
  25. PIANC/NAHE (2009), Durable concrete structures - Part 2: Practical guidelines for durability design and concrete quality assurance, 3rd Ed., Norwegian Association for Harbor Engineers, Norwegian Association for Harbor Engineers, TEKNA, Oslo. (In Norwegian)
  26. Schiessl, P. and Lay, S. (2005), "Influence of concrete composition", Corros. Reinf. Concrete Struct., Ed. by H. Bohni, Woodhead Publishing, Cambridge, 91-134.
  27. Sengul, O. and Gjorv, O.E. (2008), "Electrical resistivity measurements for quality control during concrete construction", ACI Mater. J., 105(6), 541-547.
  28. Siemes, T., Vrouwenvelder, T. and Beukel, A. Van den (1985), "Durability of buildings: A reliability analysis", Heron, 30(3), 2-48.
  29. Siemes, T., Schiessl, P. and Rostam, S. (2000), "Future developments of service life design of concrete structures on the basis of DuraCrete", Service Life Prediction and Ageing Management of Concrete Structures, Ed. by D. Naus, RILEM, 167-176.
  30. Standard Norway (2003), NS-EN 206-1: Concrete, Part 1: Specification, performance, production and conformity, Oslo.
  31. Stewart, M.G. and Rosowsky, D.V. (1998), "Structural safety and serviceability of concrete bridges subject to corrosion", J. Infrastruct. Syst., 4(4), 146-155. https://doi.org/10.1061/(ASCE)1076-0342(1998)4:4(146)
  32. Thomas, M.D.A., Bremner, T. and Scott, A.C.N. (2011), "Actual and modelled performance in a tidal zone", Concrete Int., 33(11), 23-28.
  33. Wig, R.J. and Furguson, L.R. (1917), "What is the trouble with concrete in sea water?", Eng. News Record, 79, 532, 641, 689, 737 and 794.
  34. Yuan, Q. (2009), Fundamental studies on test methods for the transport of chloride ions in cementitious materials, Ph.D. Thesis, University of Ghent, Ghent, Belgium.

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