Journal of
Engineering and Technology Research

  • Abbreviation: J. Eng. Technol. Res.
  • Language: English
  • ISSN: 2006-9790
  • DOI: 10.5897/JETR
  • Start Year: 2009
  • Published Articles: 184

Full Length Research Paper

Performance of reactive powder concrete slabs with different curing conditions

Mohammed Mansour Kadhum Alkafaji
  • Mohammed Mansour Kadhum Alkafaji
  • Civil Department, College of Engineering, Babylon University/ Babil, Iraq.
  • Google Scholar


  •  Received: 12 September 2014
  •  Accepted: 09 October 2014
  •  Published: 31 October 2014

References

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ASTM C469-02 (2002). Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression.
 
 
BS 1881-116 (1983). Method of Determination of Compressive Strength of Concrete Cubes. British Standards Institution, P. 3.
 
 
Cwirzen A (2007). The effect of the heat-treatment regime on the properties of reactive powder concrete. Adv. Cement Res.19(1):25-33.
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Richard P, Cheyrezy M (1994). Reactive Powder Concretes With High Ductility and 200–800 MPa Compressive Strength. ACI Spring Convention, San Francisco, April.
 
 
Richard P, Cheyrezy M (1995). Composition of reactive powder concretes. Cement Concrete Res. 25(7):1501–1511.
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Rebentrost M, Cavill B (2006). Reactive Powder Concrete Bridges. 6th Austroads Bridge Conferences, 12–15 September, Perth, Australia.
 
 
Schachinger I, Hilbig H, Stengel T (2008). Effect of Curing Temperature at an Early Age on Long Term Strength Development of UHPC. 2nd International Symposium on Ultra High Performance Concrete, Kassel, 05-07 March. pp. 205-212.