Research Article
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Year 2021, , 44 - 55, 30.06.2021
https://doi.org/10.29187/jscmt.2021.59

Abstract

References

  • 1. FlegarM., Serdar M., Londono-Zuluaga D., Scrivener K., Regional Waste Streams as Potential Raw Materials for Immediate Implementation in Cement Production, Materials, 13, 5456, 2020, https://doi.org/10.3390/ma13235456
  • 2. Mujkanović A., Jovanović M., BečirhodžićDž., Karić A., Self-compacting concrete – a sustainable construction material, Proceeding of the 5th International Conference on Environmental and Material Flow Management “EMFM 2015”,Zenica, B&H, pp. 321-326, 2015
  • 3. De Matos P. R., Foiato M., Prudêncio Jr. L. R., Ecological, fresh state and long-term mechanical properties of high-volume fly ash high-performance self-compacting concrete, Construction and Building Materials 203, 282–293, 2019, http://dx.doi.org/10.1016/j.conbuildmat.2019.01.074
  • 4. European Committee for Standardization, Cement - Part 1: Composition, specifications and conformity criteria for common cements, 2011. Standard: EN 197-1
  • 5. Giergiczny Z., Garbacik A., Ostrowski M. „Pozzolanic and hydraulic activity of calcareous fly ash”, Roads and Bridges - DrogiiMosty, [S.l.], v. 12, n. 1, pp. 71-81, 2014.,http://dx.doi.org/10.7409/rabdim.013.006
  • 6. Woyciechowski P., Woliński P., Adamczewski G. „Prediction of Carbonation Progress in Concrete Containing Calcareous Fly Ash Co-Binder” Materials (Basel) 12(17): 266, 2019, https://doi.org/10.3390/ma12172665 7. European Committee for Standardization, Fly ash for concrete. Definition, specifications and conformity criteria,2012. Standard: EN 450-1 8. European Committee for Standardization, Concrete. Specification, performance, production and conformity, 2016. Standard: EN 206+ A1
  • 9. Nowoświat, J. Gołaszewski, Influence of the Variability of Calcareous Fly Ash Properties on Rheological Properties of Fresh Mortar with Its Addition, Materials, 12(12), 1942, 2019,https://doi.org/10.3390/ma12121942
  • 10. Papayianni I., Anastasiou E. K., An Investigation of the Behavior of Raw Calcareous Fly Ash in Mortar Mixtures, Coal Combustion and Gasification Products, 2, 9-14, 2010, https://doi.org/10.4177/CCGP-D-09-00012.1
  • 11. Gołaszewski J., Ponikiewski T., Kostrzanowska-Siedlarz A., Miera P., The Influence of Calcareous Fly Ash on the Effectiveness of Plasticizers and Superplasticizers, Materials, 13, 2245,2020, https://doi.org/10.3390/ma13102245
  • 12. Roads and Bridges - DrogiiMosty; Vol. 12, No. 1 and 2, 2013, http://www.rabdim.pl/index.php/rb/issue/view/v12n1
  • 13. Terzić A., Pavlović Lj, MiličićLj., Evaluation of Lignite Fly Ash for Utilization as Component in Construction Materials,
  • International Journal of Coal Preparation and Utilization Volume 33, 2013,https://doi.org/10.1080/19392699.2013.776960
  • 14. Goodier, C.I., Development of self-compacting concrete, Proceedings of the ICE- Structures and Buildings,156 (4), pp. 405-414, 2003, https://doi.org/10.1680/stbu.2003.156.4.405
  • 15. Okamura H., Ouchi M. Self-compacting concrete, Journal of Advanced Concrete Technology Vol 1, No1, 5-15, 2003, https://doi.org/10.3151/jact.1.5
  • 16. EFNARC, European guidelines for selfcompacting concrete, specification, production and use, 2005
  • 17. Devi K. Aggarwal P., Saini B., Admixtures Used in Self Compacting Concrete: A Review, Iranian Journal of Science and Technology, Transactions of Civil Engineering, 44:377–403, 2020, https://doi.org/10.1007/s40996-019-00244-4
  • 18. Nehdi M.L., Pardhan M., Koshowski S., Development of cost-effective self-consolidating concrete for deep foundation applications, Cement and Concrete Research, 34(11):2103-2112, 2004, http://dx.doi.org/10.1016/j.cemconres.2004.03.018
  • 19. Wałach D., Dybeł P., Sagan J., Gicala M., Environmental performance of ordinary and new generation concrete structures—a comparative analysis, Environmental Science and Pollution Research, 26:3980–3990, 2019, https://doi.org/10.1007/s11356-018-3804-2
  • 20. Ponikiewski T., Gołaszewski , The Rheological and Mechanical Properties of High-performance Self-compacting Concrete with High-calcium Fly Ash, Procedia Engineering, Volume 65, pp 33-38, 2013, https://doi.org/10.1016/j.proeng.2013.09.007
  • 21. Anastasiou E., Papayianni I. “Use of calcareous fly ash in SCC“, Proceedings of the EUROCOALASH 2012 Conference, Thessaloniki Greece, 2012, http://ikee.lib.auth.gr/
  • 22. Ponikiewski T., Gołaszewski J.: The influence of high-calcium fly ash on the properties of fresh and hardened self-compacting concrete and high performance self-compacting concrete, Journal of Cleaner Production, Volume 72, pp 212-2212014,https://doi.org/10.1016/j.jclepro.2014.02.058
  • 23. Gołaszewski J., Cygan G., Ponikiewski T., Gołaszewska M. „Cements with calcareous fly ash as component of low clinker eco-self-compacting concrete“, De Gruyter, Open Engineering, Vol. 9, Issue 1,pp.196–201, 2019, https://doi.org/10.1515/eng-2019-0024
  • 24. Miera P., Golaszewski J. , Giergiczny Z., Influence of Amount of Calcareous Fly Ash on Heat of Hydration of Portland Cement, OP Conf. Series: Materials Science and Engineering 603 (2019) 042081,doi:10.1088/1757-899X/603/4/042081
  • 25. Naik T. R., Kumar R., Ramme B. W.,Canpolat F., Development of high-strength, economical self-consolidating concrete, Construction and Building Materials , (2012) Volume 30, 463-469, https://doi.org/10.1016/j.conbuildmat.2011.12.025
  • 26. Domone P. “Proportioning of self-compacting concrete – The UCL method”, Department of civil, environmental and geomatic engineering, University College London, London, 2009,https://discovery.ucl.ac.uk/id/eprint/1340073
  • 27. European Committee for Standardization, Testing fresh concrete - Part 8: Self-compacting concrete - Slump-flow, 2019. Standard: EN 12350-8
  • 28. European Committee for Standardization, Testing fresh concrete. Self-compacting concrete. J-ring test, 2010. Standard: EN 12350-12
  • 29. European Committee for Standardization, Testing fresh concrete. Self-compacting concrete. V-funnel test, 2010. Standard: EN 12350-9
  • 30. European Committee for Standardization, Testing fresh concrete. Self-compacting concrete. L-box test, 2010. Standard: EN 12350-10
  • 31. European Committee for Standardization, Testing fresh concrete. Self-compacting concrete. Sieve segregation test, 2010. Standard: EN 12350-11
  • 32. European Committee for Standardization, Testing fresh concrete. Density, 2010. Standard: EN 12350-6
  • 33. European Committee for Standardization, Testing fresh concrete. Air content, 2010. Standard: EN 12350-7
  • 34. European Committee for Standardization, Testing hardened concrete. Compressive strength of test specimens, 2010. Standard EN 12390-3
  • 35. European Committee for Standardization, Testing concrete. Determination of ultrasonic pulse velocity, 2004. Standard EN 12504-4
  • 36. European Committee for Standardization, Testing hardened concrete. Flexural strength of test specimens, 2010. Standard EN 12390-5
  • 37. ASTM (C 642-13): "Standard Test Method for Density, Absorption, and Voids in Hardened Concrete", Annual Book of ASTM Standards: American Society for Testing and Materials, 2013

Unprocessed calcareous fly ash as a partial cement replacement in self-compacting concrete

Year 2021, , 44 - 55, 30.06.2021
https://doi.org/10.29187/jscmt.2021.59

Abstract

The effect of partial replacement of cement by unprocessed calcareous fly ash on fresh and hardened properties of self-compacting concrete was investigated. Concrete mixes containing 27.5%, 35%, 42.5%, 50%, 57.5% and 65% of fly ash based on the total weight of binder (cement + fly ash) were tested. All the mixes were designed to have the same volume proportions of paste, fine aggregate and coarse aggregate. Properties investigated were slump flow, J-ring, V-funnel, L-box and sieve segregation of fresh concrete mixes and compressive and flexural strength, dynamic modulus of elasticity, water absorption, volume of permeable voids and density of hardened concrete. The results showed that increase in fly ash content from 27.5% to 50% leads to improvement in workability without significant effect on segregation resistance and hardened concrete properties. Further increase in fly ash content results in worsening of both fresh and hardened concrete properties.

References

  • 1. FlegarM., Serdar M., Londono-Zuluaga D., Scrivener K., Regional Waste Streams as Potential Raw Materials for Immediate Implementation in Cement Production, Materials, 13, 5456, 2020, https://doi.org/10.3390/ma13235456
  • 2. Mujkanović A., Jovanović M., BečirhodžićDž., Karić A., Self-compacting concrete – a sustainable construction material, Proceeding of the 5th International Conference on Environmental and Material Flow Management “EMFM 2015”,Zenica, B&H, pp. 321-326, 2015
  • 3. De Matos P. R., Foiato M., Prudêncio Jr. L. R., Ecological, fresh state and long-term mechanical properties of high-volume fly ash high-performance self-compacting concrete, Construction and Building Materials 203, 282–293, 2019, http://dx.doi.org/10.1016/j.conbuildmat.2019.01.074
  • 4. European Committee for Standardization, Cement - Part 1: Composition, specifications and conformity criteria for common cements, 2011. Standard: EN 197-1
  • 5. Giergiczny Z., Garbacik A., Ostrowski M. „Pozzolanic and hydraulic activity of calcareous fly ash”, Roads and Bridges - DrogiiMosty, [S.l.], v. 12, n. 1, pp. 71-81, 2014.,http://dx.doi.org/10.7409/rabdim.013.006
  • 6. Woyciechowski P., Woliński P., Adamczewski G. „Prediction of Carbonation Progress in Concrete Containing Calcareous Fly Ash Co-Binder” Materials (Basel) 12(17): 266, 2019, https://doi.org/10.3390/ma12172665 7. European Committee for Standardization, Fly ash for concrete. Definition, specifications and conformity criteria,2012. Standard: EN 450-1 8. European Committee for Standardization, Concrete. Specification, performance, production and conformity, 2016. Standard: EN 206+ A1
  • 9. Nowoświat, J. Gołaszewski, Influence of the Variability of Calcareous Fly Ash Properties on Rheological Properties of Fresh Mortar with Its Addition, Materials, 12(12), 1942, 2019,https://doi.org/10.3390/ma12121942
  • 10. Papayianni I., Anastasiou E. K., An Investigation of the Behavior of Raw Calcareous Fly Ash in Mortar Mixtures, Coal Combustion and Gasification Products, 2, 9-14, 2010, https://doi.org/10.4177/CCGP-D-09-00012.1
  • 11. Gołaszewski J., Ponikiewski T., Kostrzanowska-Siedlarz A., Miera P., The Influence of Calcareous Fly Ash on the Effectiveness of Plasticizers and Superplasticizers, Materials, 13, 2245,2020, https://doi.org/10.3390/ma13102245
  • 12. Roads and Bridges - DrogiiMosty; Vol. 12, No. 1 and 2, 2013, http://www.rabdim.pl/index.php/rb/issue/view/v12n1
  • 13. Terzić A., Pavlović Lj, MiličićLj., Evaluation of Lignite Fly Ash for Utilization as Component in Construction Materials,
  • International Journal of Coal Preparation and Utilization Volume 33, 2013,https://doi.org/10.1080/19392699.2013.776960
  • 14. Goodier, C.I., Development of self-compacting concrete, Proceedings of the ICE- Structures and Buildings,156 (4), pp. 405-414, 2003, https://doi.org/10.1680/stbu.2003.156.4.405
  • 15. Okamura H., Ouchi M. Self-compacting concrete, Journal of Advanced Concrete Technology Vol 1, No1, 5-15, 2003, https://doi.org/10.3151/jact.1.5
  • 16. EFNARC, European guidelines for selfcompacting concrete, specification, production and use, 2005
  • 17. Devi K. Aggarwal P., Saini B., Admixtures Used in Self Compacting Concrete: A Review, Iranian Journal of Science and Technology, Transactions of Civil Engineering, 44:377–403, 2020, https://doi.org/10.1007/s40996-019-00244-4
  • 18. Nehdi M.L., Pardhan M., Koshowski S., Development of cost-effective self-consolidating concrete for deep foundation applications, Cement and Concrete Research, 34(11):2103-2112, 2004, http://dx.doi.org/10.1016/j.cemconres.2004.03.018
  • 19. Wałach D., Dybeł P., Sagan J., Gicala M., Environmental performance of ordinary and new generation concrete structures—a comparative analysis, Environmental Science and Pollution Research, 26:3980–3990, 2019, https://doi.org/10.1007/s11356-018-3804-2
  • 20. Ponikiewski T., Gołaszewski , The Rheological and Mechanical Properties of High-performance Self-compacting Concrete with High-calcium Fly Ash, Procedia Engineering, Volume 65, pp 33-38, 2013, https://doi.org/10.1016/j.proeng.2013.09.007
  • 21. Anastasiou E., Papayianni I. “Use of calcareous fly ash in SCC“, Proceedings of the EUROCOALASH 2012 Conference, Thessaloniki Greece, 2012, http://ikee.lib.auth.gr/
  • 22. Ponikiewski T., Gołaszewski J.: The influence of high-calcium fly ash on the properties of fresh and hardened self-compacting concrete and high performance self-compacting concrete, Journal of Cleaner Production, Volume 72, pp 212-2212014,https://doi.org/10.1016/j.jclepro.2014.02.058
  • 23. Gołaszewski J., Cygan G., Ponikiewski T., Gołaszewska M. „Cements with calcareous fly ash as component of low clinker eco-self-compacting concrete“, De Gruyter, Open Engineering, Vol. 9, Issue 1,pp.196–201, 2019, https://doi.org/10.1515/eng-2019-0024
  • 24. Miera P., Golaszewski J. , Giergiczny Z., Influence of Amount of Calcareous Fly Ash on Heat of Hydration of Portland Cement, OP Conf. Series: Materials Science and Engineering 603 (2019) 042081,doi:10.1088/1757-899X/603/4/042081
  • 25. Naik T. R., Kumar R., Ramme B. W.,Canpolat F., Development of high-strength, economical self-consolidating concrete, Construction and Building Materials , (2012) Volume 30, 463-469, https://doi.org/10.1016/j.conbuildmat.2011.12.025
  • 26. Domone P. “Proportioning of self-compacting concrete – The UCL method”, Department of civil, environmental and geomatic engineering, University College London, London, 2009,https://discovery.ucl.ac.uk/id/eprint/1340073
  • 27. European Committee for Standardization, Testing fresh concrete - Part 8: Self-compacting concrete - Slump-flow, 2019. Standard: EN 12350-8
  • 28. European Committee for Standardization, Testing fresh concrete. Self-compacting concrete. J-ring test, 2010. Standard: EN 12350-12
  • 29. European Committee for Standardization, Testing fresh concrete. Self-compacting concrete. V-funnel test, 2010. Standard: EN 12350-9
  • 30. European Committee for Standardization, Testing fresh concrete. Self-compacting concrete. L-box test, 2010. Standard: EN 12350-10
  • 31. European Committee for Standardization, Testing fresh concrete. Self-compacting concrete. Sieve segregation test, 2010. Standard: EN 12350-11
  • 32. European Committee for Standardization, Testing fresh concrete. Density, 2010. Standard: EN 12350-6
  • 33. European Committee for Standardization, Testing fresh concrete. Air content, 2010. Standard: EN 12350-7
  • 34. European Committee for Standardization, Testing hardened concrete. Compressive strength of test specimens, 2010. Standard EN 12390-3
  • 35. European Committee for Standardization, Testing concrete. Determination of ultrasonic pulse velocity, 2004. Standard EN 12504-4
  • 36. European Committee for Standardization, Testing hardened concrete. Flexural strength of test specimens, 2010. Standard EN 12390-5
  • 37. ASTM (C 642-13): "Standard Test Method for Density, Absorption, and Voids in Hardened Concrete", Annual Book of ASTM Standards: American Society for Testing and Materials, 2013
There are 36 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Research Articles
Authors

Adnan Mujkanovıć This is me 0000-0002-8909-7384

Dženana Bečırhodžıć This is me 0000-0003-0911-1383

Ilhan Bušatlıć This is me 0000-0001-5003-0206

Marina Jovanovıć This is me 0000-0001-6047-912X

Publication Date June 30, 2021
Submission Date October 10, 2020
Acceptance Date March 29, 2021
Published in Issue Year 2021

Cite

APA Mujkanovıć, A., Bečırhodžıć, D., Bušatlıć, I., Jovanovıć, M. (2021). Unprocessed calcareous fly ash as a partial cement replacement in self-compacting concrete. Journal of Sustainable Construction Materials and Technologies, 6(2), 44-55. https://doi.org/10.29187/jscmt.2021.59

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E-mail: jscmt@yildiz.edu.tr