Modelling of the Initiation and Development of Transverse Cracks in Jointed Plain Concrete Pavements for Dutch Conditions

  • Mauricio Pradena
  • Lambert Houben
Conference paper
Part of the RILEM Bookseries book series (RILEM, volume 4)


In a previous study concerning the cracking at transverse joints in jointed plain concrete pavements (JPCP), the authors uses equations from the standard Eurocode 2 for the time-dependent concrete properties and considers the thermal deformation and the shrinkage for different design and construction conditions. For properties that are not available in standards, the authors made assumptions based on engineering judgment.

In this present paper the starting point is that previous modelling, and now the assumptions made in that work are studied more in depth. The paper also includes an improvement of the development of the concrete elastic modulus and strength. According with that, the objective of this paper is to improve the theoretical background of the assumptions and the modelling of the initiation and development of cracks at joints in JPCP for Dutch conditions. Concerning one of the most important influencing factors, the relaxation, a new equation is proposed. From both the theoretical and the practical point of view these improvements describe in a better way the process of cracking in JPCP for Dutch conditions.


Stress Relaxation Crack Width Transverse Crack Maturity Method Hydration Heat 
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  1. 1.
    Houben, L.J.M.: Transversal cracking in jointed plain concrete pavements for Dutch climatic conditions. In: Proceedings 7th International DUT-Workshop on Design and Performance of Sustainable and Durable Concrete Pavements, Carmona, Spain (2010)Google Scholar
  2. 2.
    FHWA, Tech Brief, Fed. High. Adm., IF- 06-004, p. 6 (2005)Google Scholar
  3. 3.
    Van Breugel, K.: Simulation of hydration and formation of structure in hardening cement-based material, Doctoral Thesis, Delft University of Technology, Delft, the Netherlands (1991)Google Scholar
  4. 4.
    Morimoto, H., Koyanagi, W.: Estimation of stress relaxation in concrete at early ages. In: Springenschnidt, R. (ed.) Proceedings RILEM International Symposium on Thermal Cracking in Early Ages, Munich, pp. 111–116. Chapman & Hall, London (1995)Google Scholar
  5. 5.
    Eurocode 2, Design and Calculation of concrete structures – Part 1-1: General rules and rules for buildings (in Dutch). Netherlands standard NEN-EN 1992-1-1 (en), NNI, Delft (2005)Google Scholar
  6. 6.
    Cusson, D., Hoogeveen, T.: Cem. & Concr. Res. 37, 200–209 (2007)CrossRefGoogle Scholar
  7. 7.
    Atrushi, D.: Tensile and Compressive Creep of Early Age Concrete: Testing and Modelling, Doctoral Thesis, The Norwegian University of Science and Technology, Trondheim, Norway (2003)Google Scholar
  8. 8.
    Zhang, J., Li, V.: Jour. Transp. Eng. 127(6), 455–462 (2001)CrossRefGoogle Scholar
  9. 9.
    Houben, L.J.M.: Model for transversal cracking in non-jointed plain concrete pavements as a function of the temperature variations and the time of construction. In: Proceedings 7th International DUT-Workshop on Design and Performance of Sustainable and Durable Concrete Pavements, Carmona, Spain (2010)Google Scholar
  10. 10.
    Van der Ham, H.W.M., Koenders, E.A.B., van Breugel, K.: Creep, Shrink. Durab. Mech. Concr. and Concr. Struct., 431–436 (2009)Google Scholar

Copyright information

© RILEM 2012 2012

Authors and Affiliations

  • Mauricio Pradena
    • 1
    • 2
  • Lambert Houben
    • 2
  1. 1.Civil Engineering DepartmentUniversity of ConcepciónConcepciónChile
  2. 2.Section Road and Railway EngineeringDelft University of TechnologyDelftThe Netherlands

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