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2023 | Vol. 68, iss. 4 | 1301--1306
Tytuł artykułu

Performance of Cement Sand Brick Containing Bamboo Ash as Cement Replacement Material

Treść / Zawartość
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Bamboo Ash is a safer and more sustainable building material. It is possible to use bamboo ash as a partial cement replacement as an alternative to cement application and also to reduce pollution. For this study, the main purpose is to determine the compressive strength and water absorption of cement sand brick containing bamboo ash. Laboratory tests such as compression tests and water absorption tests on cement sand brick with bamboo ash as a partial replacement for cement have been conducted. The mixes with various ratios using bamboo ash are 5%, 7%, and 10%. The specimen size for cement sand brick is 215 mm long, 102.5 mm wide, and 65 mm deep according to BS3921:1985. The results from the specimens containing Bamboo Ash have been compared to the control specimens. The water absorption test results increase as the percentage of Bamboo Ash increases due to particle size and air void, but the compressive strength decreases at 28 days.
Wydawca

Rocznik
Strony
1301--1306
Opis fizyczny
Bibliogr. 15 poz., fot., rys., tab.
Twórcy
  • Universiti Tun Hussein Onn Malaysia, Faculty of Engineering Technology, Department of Civil Engineering Technology, 84600 Pagoh, Muar Johor, Malaysia, suraya@uthm.edu.my
  • Universiti Tun Hussein Onn Malaysia, Faculty of Engineering Technology, Department of Civil Engineering Technology, 84600 Pagoh, Muar Johor, Malaysia
  • Universiti Tun Hussein Onn Malaysia, Faculty of Engineering Technology, Department of Civil Engineering Technology, 84600 Pagoh, Muar Johor, Malaysia
  • Universiti Tun Hussein Onn Malaysia, Faculty of Engineering Technology, Department of Civil Engineering Technology, 84600 Pagoh, Muar Johor, Malaysia
  • Universiti Tun Hussein Onn Malaysia, Faculty of Engineering Technology, Department of Civil Engineering Technology, 84600 Pagoh, Muar Johor, Malaysia
  • Universiti Tun Hussein Onn Malaysia, Faculty of Civil and Built Engineering, 86400 Parit Raja, Batu Pahat, Johor, Malaysia
  • Universiti Tun Hussein Onn Malaysia, Faculty of Engineering Technology, Department of Civil Engineering Technology, 84600 Pagoh, Muar Johor, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Centre of Excellence Geopolymer & Green Technology (CEGeoGTech), 01000 Perlis, Malaysia
  • Częstochowa University of Technology, Faculty of Mechanical Engineering and Computer Science, Department of Mechanics and Fundamentals of Machinery Design, 73 Dąbrowskiego Str., 42-201 Częstochowa, Poland
Bibliografia
  • [1] D. Tavakoli, M. Hashempour, A. Heidari, Use of waste materials in concrete: A review, Pertanika Journal of Science and Technology 26 (2), 499-522 (2018).
  • [2] P. Jit Kaur, Bamboo availability and utilization potential as a building material, Forestry Research and Engineering: International Journal 2 (5), 8-11 (2018). DOI: https://doi.org/10.15406/freij.2018.02.00056
  • [3] A. S. Budi, A. P. Rahmadi, E. Rismunarsi, Experimental study of flexural capacity on bamboo ori strip notched v reinforced concreto beams, AIP Conference Proceedings, 1788 (January 2017). DOI: https://doi.org/10.1063/1.4968305
  • [4] B. Sharma, A. Gatóo, M. Bock, M. Ramage, Engineered bamboo for structural applications, Construction and Building Materials 81, 66-73 (2015). DOI: https://doi.org/10.1016/j.conbuildmat.2015.01.077
  • [5] S. Karthik, P.R.M. Rao, P.O. Awoyera, Strength properties of bamboo and steel reinforced concrete containing manufactured sand and mineral admixtures, Journal of King Saud University - Engineering Sciences 29 (4), 400-406 (2017). DOI: https://doi.org/10.1016/j.jksues.2016.12.003
  • [6] M. Yadav, A. Mathur, Bamboo as a sustainable material in the construction industry: An overview, Materials Today: Proceedings 43, 2872-2876 (2021). DOI: https://doi.org/10.1016/j.matpr.2021.01.125
  • [7] E. Villar-Cocina, L. Rodier, H. Savastano, M. Lefran, M.F. Rojas, A Comparative Study on the Pozzolanic Activity Between Bamboo Leaves Ash and Silica Fume: Kinetic Parameters, Waste Biomass Valorization 11, 4, 1627-1634 (2020).
  • [8] Nkumah Lucky David & Lasisi Kayode Hassan, M. Journal, C. Engineering, E. Engineering, E. Technology, C. Author, Physical and Mechanical Properties of Cement Morrtar Using Lime and Bamboo-Ash As Partial Replacements 30, 2, 254-268 (2018).
  • [9] Z. Liu et al., Ash fusion characteristics of bamboo, wood, and coal, Energy 161, 517-522 (2018).
  • [10] J. Dang, J. Zhao, S.D. Pang, S. Zhao, Durability and microstructural properties of concrete with recycled brick as fine aggregates, Construction and Building Materials, 262, 120032 (2020). DOI: https://doi.org/10.1016/j.conbuildmat.2020.120032
  • [11] V. Soulios, E. Jan de Place Hansen, R. Peuhkuri, E. Møller, A. Ghanbari-Siahkali, Durability of the hydrophobic treatment on brick and mortar, Build Environ 201, 107994 (2021).
  • [12] ASTM C618, ASTM C618-12a Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, 2012.
  • [13] S. Ismail, Z. Yaacob, Properties of bricks produced with recycled fine aggregate, World Acad. Sci. Eng. Technol. 43, 878-882 (2010).
  • [14] Y.B. Jiao, H.C. Cai, M.S. Zhang, T. Sha, Y.Q. Feng, H. Chen, Mechanical Property and Durability Analysis of Crumb Rubber Modified Concrete, Iwmce, 291-296 (2018). DOI: https://doi.org/10.5220/0007437702910296
  • [15] M. Asyraf et al., Sand Brick Using Perlite As A Cement Replacement 1, 1, 142-150 (2020).
Uwagi
This research was supported by Universiti Tun Hussein Onn Malaysia (UTHM) through Tier 1 (Vot Q029).
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-43550e10-25b4-4035-9400-35ec5faf9923
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