Advertisement

Experimental Study on Effect of Ground Granulated Blast Furnace Slag of Strength and Durability of Sand Concrete

  • Nguyen Thanh SangEmail author
  • Nguyen Tan Khoa
Conference paper
  • 26 Downloads
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 54)

Abstract

Concrete used for building structures in the marine environment requires a high level of durability, and as such an effective method to improve the level is the use of ground granulated blast furnace slag (GGBFS). The paper presents an experimental study on the effect of the replacement cement by 20%, 30%, 40%, 50% GGBFS on workability, mechanical properties and durability of sand concrete (SC). The results show SC containing 20% GGBFS had the highest compressive strength, splitting tensile strength, elastic modulus and abrasion resistance. The lowest chloride penetration corresponded to SC containing 30% GGBFS.

Keywords

Sand concrete GGBFS chloride penetration fly ash durability 

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 1.
    Hiếu, T.T., Nghiên cứu ứng dụng BTXM tro bay làm mặt đường ô tô ở Việt Nam, Khoa Công Trình, Đại học Giao Thông Vận Tải. (2016).Google Scholar
  2. 2.
    NF-P18-500, A.S., Bétons de sables: French. (1995).Google Scholar
  3. 3.
    Bouziani, T., M. Bederina, and M. Hadjoudja: Effect of dune sand on the properties of flowing sand-concrete (FSC). International Journal of Concrete Structures and Materials 6(1), 59-64. (2012).CrossRefGoogle Scholar
  4. 4.
    Sablocrete: Synthèse du Projet National de Recherche et Développement, Bétons de sable, caractéristiques et pratiques d’utilisation, Presses de l’école Nationale des Ponts et Chaussées LCPC. (1994).Google Scholar
  5. 5.
    Sang, N.T., Nghiên cứu thành phần, tính chất cơ học và khả năng ứng dụng bê tông cát để xây dựng đường ôtô ở Việt Nam, Đại học Giao thông Vận tải. (2010).Google Scholar
  6. 6.
    Dalila Benamara, L.Z., Bouzidi Mezghiche: High Performance sand concrete, formulation, physico-machanical properties and durability. Benamara Project. (2015).Google Scholar
  7. 7.
    Le, H.T., S.T. Nguyen, and H.-M. Ludwig: A study on high performance fine-grained concrete containing rice husk ash. International Journal of Concrete Structures and Materials 8(4), 301-307. (2014).CrossRefGoogle Scholar
  8. 8.
    Chauvin, J.J.a.G., G.: Les bétons de sable. Bulletin de liaison Laboratoires des Ponts et Chaussées (LCPC) No. 157, 9-15. (1988).Google Scholar
  9. 9.
    EFNARC, The European guidelines for self-compacting concrete, Specification, Production and use, The European Federation of Specialist Construction Chemicals and Concrete Systems. (2002).Google Scholar
  10. 10.
    A.M, N., Properties of concrete. Fifth Edition. Pearson Education, London. (2011).Google Scholar
  11. 11.
    ACI233R-03, Slag Cement in Concrete and Mortar ACI Committee, American Concrete Institute. (2011).Google Scholar
  12. 12.
    Khatib, J.M. and J.J. Hibbert: Selected engineering properties of concrete incorporating slag and metakaolin. Construction and Building Materials 19(6), 460-472. (2005).CrossRefGoogle Scholar
  13. 13.
    Mohd Nasir, N.A., Abd Aziz, F.N.A., Safiee, N.A: Hydration of the combinations of ground granulated blast furnace slag cements. Australian Journal of Basic and Applied Sciences 8(1), 5. (2014).Google Scholar
  14. 14.
    Horszczaruk, E.: Abrasion resistance of high-strength concrete in hydraulic structures. Wear 259(1-6), 62-69. (2005).CrossRefGoogle Scholar
  15. 15.
    Daube, J. and R. Bakker, Portland blast-furnace slag cement: a review, in Blended Cements, ASTM International, (1986).Google Scholar
  16. 16.
    Basheer, P., et al.: Monitoring electrical resistance of concretes containing alternative cementitious materials to assess their resistance to chloride penetration. Cement and Concrete Composites 24(5), 437-449. (2002).CrossRefGoogle Scholar
  17. 17.
    Rafat Siddique, M.I.K., Supplementary Cementing Materials. Verlag Berlin Heidelberg: Springer. (2011).CrossRefGoogle Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2020

Authors and Affiliations

  1. 1.University of Transport and CommunicationsHanoiVietnam
  2. 2.Dong A UniversityDa NangVietnam

Personalised recommendations