PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Impact of Sulfate in the Sand on the Absorption and Density of Metakaolin-Based Geopolymer Mortar

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The advancement of cement alternatives in the construction materials field is fundamental to sustainable development. Geopolymer is the optimal substitute for ordinary portland cement, which produces 80% less CO2 emissions. Metakaolin was used as one of the raw materials in the geopolymerization process. This research examined the influence of three different percentages of sulfate (0.00038, 1.532, and 16.24)% in sand per molarity of NaOH on the absorption and density of metakaolin-based geopolymer mortar (MK-GPM). Samples were prepared with two different molarities (8M and 12M) and cured at room temperature. The best results obtained for geopolymer mortar in the absorption and density test were (3.89%) and (2280 kg/m3), respectively, recorded with 12M with the lowest sulfate content (0.00038%) at 90 days. Moreover, it has been observed that the absorption percentage increased along with sulfate content in the sand, and an inverse relationship was recorded between the increasing sulfate percentages in the sand and density values of (MK-GPM).
Słowa kluczowe
Rocznik
Strony
328--335
Opis fizyczny
Bibliogr. 23 poz., rys., tab.
Twórcy
  • College of Engineering University of Baghdad, Baghdad, Iraq
  • Department of Civil Engineering, Al-Mustansiriyah University, Baghdad, Iraq
Bibliografia
  • 1. Amouri, M.S., Fawzi, N.M. 2022. The effect of different curing temperatures on the properties of geopolymer reinforced with micro steel fibers. Engineering, Technology & Applied Science Research, 12(1), 8029-8032.
  • 2. Hussain, Z.A., Aljalawi, N.M.F. 2022. Behavior of reactive powder concrete containing recycled glass powder reinforced by steel fiber. Journal of the Mechanical Behavior of Materials, 31(1), 233-239.
  • 3. Hussein, S.S., Fawzi, N.M. 2021. Influence of using various percentages of slag on mechanical properties of fly ash-based geopolymer concrete. Journal of Engineering, 27(10), 50-67.
  • 4. Fawzi, N.M., Abbas, Z.K., Jaber, H.A. 2015. Influence of internal sulfate attack on some properties of high strength concrete. Journal of Engineering, 21(8), 1-21.
  • 5. Hardjito, D., Vijaya Rangan, B. 2005. Development and properties of low-calcium fly ash-based geopolymer concrete.
  • 6. Imbabi, Mohammed, S., Carrigan, C., McKenna, S. 2012. Trends and developments in green cement and concrete technology. International Journal of Sustainable Built Environment, 1(2), 194-216.
  • 7. Muhsin, Zahraa, F., Fawzi, N.M. 2021. Effect of fly ash on some properties of reactive powder concrete. Journal of Engineering, 27(11), 32-46.
  • 8. Saand, A., Keerio, M.A., Bangwar, D.K. 2017. Effect of soorh metakaolin on concrete compressive strength and durability. Engineering Technology & Applied Science Research, 7, 6 , 2210-2214.
  • 9. Chandio, S.A., Memon, B.A., Oad, M., Chandio, F.A., Memon, M.U. 2020. Effect of fly ash on the compressive strength of green concrete. Engineering, Technology & Applied Science Research, 10(3), 5728-5731.
  • 10. Provis, John L., Deventer, J.S., (Eds.) 2009. Geopolymers: structures, processing, properties and industrial applications. Elsevier.
  • 11. Kheder, G.F., Assi, D.K. 2010. Limiting total internal sulphates in 15–75 MPa concrete in accordance to its mix proportions. Materials and structures, 43(1), 273-281.
  • 12. Karakoc, M.B., Türkmen, I., Maraş, M.M., Kantarci, F., Demirboğa, R. 2016. Sulfate resistance of ferrochrome slag based geopolymer concrete. Ceramics International, 42(1), 1254-1260.
  • 13. ASTM, C. “C618-15. 2015. Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” West Conshohocken: ASTM International.
  • 14. Iraqi Standard Specification No. 45. Aggregates from Natural Sources for Concrete and Building Construction. Baghdad, Iraq, 1984.
  • 15. American Society for Testing and Materials, 2017. Committee C-09 on Concrete and Concrete Aggregates. Standard specification for chemical admixtures for concrete. ASTM International.
  • 16. Hussein, S.S. 2021. Study some properties of geopolymer concrete by using sustainable fibers. PhD diss., University of Baghdad.
  • 17. Lloyd, N., Rangan, V. 2010. Geopolymer concrete with fly ash. Proceedings of the Second International Conference on sustainable construction Materials and Technologies, 1493-1504. UWM Center for By-Products Utilization.
  • 18. ASTM C642 Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, 2017.
  • 19. Jaya, N.A., Yun-Ming, L., Cheng-Yong, H., Abdullah, M.M.A.B., Hussin, K. 2020. Correlation between pore structure, compressive strength and thermal conductivity of porous metakaolin geopolymer. Construction and Building Materials, 247, 118641.
  • 20. Lv, Q.-F., Wang Z.-S., Gu L.-Y., Chen, Y., Shan X.-K. 2020. Effect of sodium sulfate on strength and microstructure of alkali-activated fly ash based geopolymer. Journal of Central South University, 27(6), 1691-1702.
  • 21. ASTM, ASTM. C138/C138M-17a. 2017. Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete, West Conshohocken, PA, USA: ASTM International.
  • 22. Elyamany, Hafez E., Elmoaty, M.A., Elshaboury, A.M. 2018. Magnesium sulfate resistance of geopolymer mortar. Construction and Building Materials, 184, 111-127.
  • 23. Baščarević, Z., Komljenović, M., Miladinović, Z., Nikolić, V., Marjanović, N., Petrović, R. 2015. Impact of sodium sulfate solution on mechanical properties and structure of fly ash based geopolymers. Materials and Structures, 48(3), 683-697.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d2bcf33d-491b-4f82-887e-d48e7725a333
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.