DOI QR코드

DOI QR Code

Permeability features of concretes produced with aggregates coated with colemanite

  • Bideci, Ozlem Salli (Department of Architecture, Duzce University) ;
  • Bideci, Alper (Department of Architecture, Duzce University) ;
  • Oymael, Sabit (Department of Architecture, Istanbul Arel University, Faculty of Engineering and Architecture) ;
  • Gultekin, Ali Haydar (Department of Geological Engineering, Istanbul Technical University, Faculty of Mines) ;
  • Yildirim, Hasan (Department of Civil Engineering, Istanbul Technical University, Faculty of Civil Engineering)
  • Received : 2014.11.27
  • Accepted : 2013.03.30
  • Published : 2015.05.25

Abstract

In the world total boron reserve rating, Turkey is taken place on the first rank, meeting the demand of refined mineral and main boron chemicals. Development of the new boron products and production technologies, spreading the using area of the boron are the study topics which must be finically discussed. In this study, with the help of colemanite taken in ratio as (0%, 7.5%, 12.5%, and 17.5%) by being mixed by the cement, surfaces of the pumice aggregates have been covered. Permeability of the samples has been investigated by producing lightweight concrete with 400 dose with the help of aggregates covered with colemanite. For this, the experiments of water absorption, capillary water absorption, depth of penetration of water under pressure and rapid chloride permeability have been performed. In addition, analyses of the thin section of covered and uncovered pumice aggregates and SEM (Scanning Electron Microscope) have been investigated. When the control samples produced with the covered aggregates and concretes produced with colemanite covered aggregates are compared each other, it has been determined that special lightweight concretes whose values of capillary water absorption experiment, depth of penetration of water under pressure experiment and rapid chloride permeability are low can be produced.

Keywords

References

  1. Artuso, J.F. and Wargo, G.R. (1998), Concrete Consruction Handbook, 4th Edition, McGraw-Hill Handbooks, USA.
  2. Assas, M.M. (2012), "Transport and mechanical properties of silica fume lightweight aggregate concrete", Life Sci., 9(1), 628-635.
  3. ASTM C 1202 (1997), Standart Test Method for Electrical Indication of Concrete's Ability to Resist Choloride Ion Penetration, Annual Book of ASTM Standards, USA.
  4. Chia, K. and Zhang, M. (2002), "Water permeability and chloride penetrability of high-strength lightweight aggregate concrete", Cement Concrete Res., 32(4), 639-645. https://doi.org/10.1016/S0008-8846(01)00738-4
  5. DPT, 9th Development Plan 2007-2013 (2008), Boron-soda ash, chrome chemicals working group report, Ankara, Turkey, http://minerals.usgs.gov/minerals/pubs/mcs/2012/mcs2012.pdf.
  6. Erdogan, Y. (2007), Investigation of Engineering Properties of Building Materials Made with Acidic and Alcaline Pumice, Cukurova University, Graduate School of Natural and Applied Sciences, Graduate Thesis, Adana, Turkey.
  7. Eti Maden Bigadic Boron Works General Managment (2011), Colemanite Analysis Report, Balikesir. (In Turkish)
  8. Gencel, O., Brostow, W., Ozel, C. and Filiz, M. (2010), "An investigation on the concrete properties containing colemanite", Int. J. Mod. Phys., 5(3), 216-225.
  9. Gunduz, L. (2008), "The effects of pumice aggregate/cement ratios on the low-strength concrete properties", Constr. Build. Mater., 22(5), 721-728. https://doi.org/10.1016/j.conbuildmat.2007.01.030
  10. Haque, M.N., Al-Khaiat, H. and Kayali, O. (2004), "Strength and durability of ligthweigth concrete", Cement. Concrete Comp., 26(4), 307-314. https://doi.org/10.1016/S0958-9465(02)00141-5
  11. Hossain, K.M.A., Ahmed, S. and Lachemi, M. (2011), "Lightweight concrete incorporating pumice based blended cement and aggregate: mechanical and durability characteristics", Constr. Build. Mater., 25(3), 1186-1195. https://doi.org/10.1016/j.conbuildmat.2010.09.036
  12. Kogel, J.E., Trivedi, N.C., Barker, J.M. and Krukowski, S.T. (2006), Industrial Minerals and Rocks, Society for Mining, Metallurgy and Exploration, USA.
  13. Limak Trakya Cement Factory, (2012), Cement Chemical Analysis Report, Chemistry Lab Report No 001, Kirklareli, Turkey. (In Turkish)
  14. Mirza, F.A.M. (2009), "Effect of sand replacement and silica fume addition on chloride ion permeability of light weight concrete", J. KAU. Eng. Sci., 20, 61-73.
  15. Muller, H.S. and Linsel, S. (2005), A New Type of High-Performance Lightweight Concrete, Materials for Buildings and Structures, 6 (Ed., F.H. Wittmann), Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim, FRG.
  16. Neville, A.M. (1994), Properties of Concrete, 4th Edition, Longman Scientific and Technical, New York, USA.
  17. Oymael, S. (1995), The Suitability of Oil Shale Ash an Admixture in Cement and Concrete, Firat University, Graduate School of Natural and Applied Sciences, Graduate Thesis, Elazig, Turkey.
  18. Ozkul, H. and Dogan, U.A. (2003), "Permeability properties of self-compacting concrete", Proceedings of the 5th National Concrete Congress, 111-122, Istanbul, Turkey.
  19. Ozkul, H.M., Dogan, U.A. and Ilki, A. (2006), "The effect on the corrosion of concrete reinforcement composition and permeability of features", http://istanbultek.academia.edu/AnilDogan/Papers 491355.
  20. Parhizkar, T., Najimi, M. and Pourkhorshidi, A.R. (2012), "Application of pumice aggregate in structural lightweight concrete", Asian J. Civ. Eng.(Build Hous.), 13(1), 43-54.
  21. Report No: 1854, (2012) Cement Manufacturers Association of Turkey R&D Labs Review Report, Ankara, Turkey, 19.10.2012.
  22. Saglik, A., Sumer, O., Tunc, E., Kocabeyler, M.F. and Celik, R.S. (2009), "Axiom active boron cement (BAB) and applicability of ds project", DSI Technical Bulletin, No:105. (In Turkish)
  23. Salli Bideci, O., Bideci, A., Gultekin, A.H., Oymael, S. and Yildirim, H. (2014), "Polymer coated pumice aggregates and their properties", Compos. Part B-Eng., 67, 239-243. https://doi.org/10.1016/j.compositesb.2013.10.009
  24. TS 10088 EN 932-3 (1997), Tests for general properties of aggregates-part 3: procedure and terminology for simplified petrographic description, Turkish Standards Institute, Ankara, Turkey.
  25. TS 2511 (1977), Mix Design for Structural Lightweight Aggregate Concrete, Turkish Standards Institute, Ankara, Turkey.
  26. TS EN 12390-8 (2010), Testing Hardened Concrete-Part 8:Depth of Penetration of Water Under Pressur, Turkish Standards Institute, Ankara, Turkey.
  27. TS EN 197-1 (2002), Cement - Part 1: Compositions and Conformity Criteria for Common Cements, Turkish Standards Institute, Ankara, Turkey.
  28. TS EN 480-11 (2008), Admixtures For Concrete, Mortar And Grout-Test Methods-Part 11: Determination of Air Void Characteristics in Hardened Concrete, Turkish Standards Institute, Ankara, Turkey.
  29. TS EN 772-11 (2002), Methods of Test For Masonry Units Part 11: Determination of Water Absorption of Aggregate Concrete Manufactured Stone and Natural Stone Masonry Units Due To Capillary Action on the Initial Rate of Water Absorption of Clay Masonry Units, Turkish Standards Institute, Ankara, Turkey.
  30. Volkman, D.E. and Bussolini, P.L. (1992), "Comparison of fine particle colomanite and boron frit in concrete for time-strength relationship", J. Test. Eval., 20(1).
  31. Yenmez, N. (2009), "Boron minerals mining as a strategic imprtance for Turkey", Istanbul University Faculty of Letters Department of Geography, Geography J., 19, 59-94.
  32. http://www.enerji.gov.tr/yayinlar_raporlar/Sektor_Raporu_ETI_MADEN_2011.pdf

Cited by

  1. The effect of high temperature on lightweight concretes produced with colemanite coated pumice aggregates vol.113, 2016, https://doi.org/10.1016/j.conbuildmat.2016.03.113
  2. Lightweight aggregates coated with colemanite vol.19, pp.5, 2015, https://doi.org/10.12989/cac.2017.19.5.451