International Journal of Concrete Structures and Materials

  • 제3권1호
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  • Pages.3-9
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  • 2009
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  • 1976-0485(pISSN)
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  • 2234-1315(eISSN)
한국콘크리트학회 (Korea Concrete Institute)
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Incorporation of CrusHed Sands and Tunisian Desert Sands in the Composition of Self Compacting Concretes Part I: Study of Formulation

  • 발행 : 2009.06.30
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초록

This paper examines the incorporation of the crushed sand (CS) and desert sand (DS) in the formation of self compacting concrete (SCC). These sands have been substituted for the rolled sand (RS), which is currently the only sand used in concretes and which is likely to run out in our country. DS, which comes from the Tunisian Sahara in the south, is characterized by a tight distribution of grains size. CS, a by-product of careers containing a significant amount of fines up to 15%, is characterized by a spread out granulometry having a maximum diameter of around 5mm. These two sands are considered as aggregates for the SCC. This first part of the study consists in analyzing the influence of the type of sand on the parameters of composition of the SCC. These sands consist of several combinations of 3 sands (DS, CS and RS). The method of formulation of the adopted SCC is based on the filling of the granular void by the paste. The CS substitution to the RS made it possible, for all the proportions, to decrease the granular voids, to increase the compactness of the mixture and to decrease the water and adding fillers proportioning. These results were also obtained for a moderate substitution of DS/CS (< 40%) and a weak ratio of DS/RS (20%). For higher proportions, the addition of DS to CS or RS did not improve the physical characteristics of the SCC granular mixture.

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참고문헌

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피인용 문헌

  1. Effect of dune sand on the properties of flowing sand-concrete (FSC) vol.6, pp.1, 2012, https://doi.org/10.1007/s40069-012-0006-z
  2. Study of the combined effect of different types of sand on the characteristics of high performance self-compacting concrete vol.31, pp.17, 2017, https://doi.org/10.1080/01694243.2017.1289829
  3. Characterization and Modeling of Tensile Strength of High-Limestone Filler Concretes for Pavement vol.30, pp.9, 2018, https://doi.org/10.1061/(ASCE)MT.1943-5533.0002439