Skip to main content
Log in

Self-compacting concrete-filled steel tubes prepared from manufactured sand with a high content of limestone fines

  • Published:
Journal of Wuhan University of Technology-Mater. Sci. Ed. Aims and scope Submit manuscript

Abstract

To meet the requirements of construction of concretes filled in the steel tube arches, a C60 grade micro-expansive self-compacting concrete (SCC) was prepared from manufactured sand (MS). The utilization of MS with a high content of quarry limestone fines was dealed for SCC applications. The workability, compressive and splitting strength, modulus of elasticity, restrained expansion and chloride ion permeability as well as freeze-thaw resistance of three MS-SCC mixes with fines content of 3%, 7% and 10% were tested and compared with those of the natural sand (NS)-SCC mix. The experimental results indicate that the performances of the C60 MS-SCC with fines content of 7% are excellent and compared favorably with those of C60 NS-SCC.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Bui V K, Akkaya Y, Shah S P. Rheological Model for Self-Consolidating concrete[J]. ACI Materials Journal, 2002, 99(6): 549–559

    Google Scholar 

  2. Domone P L. Self-Compacting Concrete: An Analysis of 11 Years of Case Studies[J]. Cement and Concrete Composites, 2006, 28(2): 197–208

    Article  CAS  Google Scholar 

  3. Zhu W, Gibbs J C. Use of Different Limestone and Chalk Powders in Self-Compacting Concrete[J]. Cement and Concrete Research, 2005, 35(8): 1457–1462

    Article  CAS  Google Scholar 

  4. Ghezal A F, Khayat KH. Optimizing Self-Consolidating Concrete with Limestone Filler by Using Statistical Factorial Design Methods[J]. ACI Materials Journal, 2002, 99(3): 264–272

    CAS  Google Scholar 

  5. Yahia A, Tanimura M, Shimoyama Y. Rheological Properties of Highly Flowable Mortar Containing Limestone Filler -Effect of Powder Content and w/c Ratio[J]. Cement and Concrete Research, 2005, 35(3): 532–539

    Article  CAS  Google Scholar 

  6. Felekoglu B. Utilisation of High Volumes of Limestone Quarry Wastes in Concrete Industry (Self-Compacting Concrete Case)[J]. Resources, Conservation and Recycling, 2007, 51(4): 770–791

    Article  Google Scholar 

  7. GB/T14684-2001. Standard of Sands for Building[S]. Beijing: China Standard Press, 2002

    Google Scholar 

  8. Quiroga P N, Ahn N, Fowler D W. Concrete Mixtures with High Microfines[J]. ACI Materials Journal, 2006, 103(4): 258–264

    Google Scholar 

  9. Li Beixing, Wang Jiliang, Zhou Mingkai. Effect of Limestone Fines Content in Manufactured Sand on Durability of Low- and High-Strength Concretes[J]. Construction and Building Materials, 2009, 23(8): 2846–2850

    Article  Google Scholar 

  10. Bonavetti V L, Rahhal V F, Irassar E F. Studies on the Carboaluminate Formation in Limestone Filler-Blended Cements[J]. Cement and Concrete Research, 2001, 31(6): 853–859

    Article  CAS  Google Scholar 

  11. Kakali G, Tsivilis S, Aggeli E, et al. Hydration Products of C3A, C3S and Portland Cement in the Presence of CaCO3[J]. Cement and Concrete Research, 2000, 30(30): 1073–1077

    Article  CAS  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Beixing Li  (李北星).

Additional information

Funded by the Science and Technology Item of Communication Construction for West China (No.2009318811082)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Li, B., Zhou, M., Fang, Y. et al. Self-compacting concrete-filled steel tubes prepared from manufactured sand with a high content of limestone fines. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 26, 325–328 (2011). https://doi.org/10.1007/s11595-011-0223-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11595-011-0223-3

Key words

Navigation