Identification of patterns of strength formation of concrete using cement Portland Pozzolan (PPC) and waste tire powder in the condition of seawater curing

Authors

DOI:

https://doi.org/10.15587/1729-4061.2023.281708

Keywords:

compressive strength, waste tile powder, portland cement, portland pozzolan

Abstract

According to the national standard body in Indonesia, the compressive strength of 20 MPa concrete is medium quality concrete. Medium-strength concrete is usually used for floors, light construction, houses, warehouse factories, and sidewalks. The use of medium-strength concrete is very broad, it is necessary to continuously conduct research to produce new innovations. Previous research on the utilization of waste rubber tires has been carried out. Research on the development of concrete with the use of waste tire rubber powder is very interesting to do considering the waste of used tires that continues to increase along with the increase in the number of motorized vehicles in Indonesia. Portland Cement (OPC) and Portland Pozzolan Cement (PPC) are the two types that will be used in this research to see its effect on concrete with waste rubber powder. These two cements also have different corrosion resistance. And seawater is one of the triggers of high concrete corrosion. Research on the development of concrete with the use of waste tire rubber powder is very interesting to do considering the waste of used tires that continues to increase along with the increase in the number of motorized vehicles in Indonesia. Portland Cement (OPC) and Portland Pozzolan Cement (PPC) are the two types that will be used in this research to see its effect on concrete with waste rubber powder. These two cements also have different corrosion resistance. And seawater is one of the triggers of high concrete corrosion.

This study aims to analyze how the compressive strength of PPC concrete compares with OPC and the addition of used tire powder under seawater treatment conditions. Six concrete variants were made and then tested for compressive strength. The compressive strength values of variants 1 to 6 were obtained as 20.78 MPa, 18.26 MPa, 19.56 MPa, 16.58 MPa, 13.03 MPa. The results show that tile powder is not effective in increasing construction strength, but the use of PPC cement is more effective than the use of OPC in improving construction, especially for cement use in buildings close to sea water

Supporting Agency

  • We would like to express our gratitude to the Krisnadwipayana University concrete laboratory team who helped carry out the research and to Imas Gandasari who assisted in the publication of this manuscript.

Author Biographies

Sahat Martua Sihombing, Krisnadwipayana University

Head of Civil Study Programme

Department of Civil Engineering

Dodi Tresna Yudiatna, Krisnadwipayana University

Lecturer of Civil Studies Programme

Department of Civil Engineering

References

  1. Arifatunurrillah, A., Saputra, A., Sulistyo, D. (2019). Pengaruh Air Laut Pada Masa Perawatan Terhadap Infiltrasi Ion Klorida Pada Beton Dengan Menggunakan Semen Portland Tipe V. Jurnal Riset Rekayasa Sipil, 3 (1), 1. doi: https://doi.org/10.20961/jrrs.v3i1.30504
  2. Fapohunda, C., Akinbile, B., Oyelade, A. (2018). A Review of the Properties, Structural Characteristics and Application Potentials of Concrete Containing Wood Waste as Partial Replacement of one of its Constituent Material. YBL Journal of Built Environment, 6 (1), 63–85. doi: https://doi.org/10.2478/jbe-2018-0005
  3. Sujivorakul, C., Jaturapitakkul, C., Taotip, A. (2011). Utilization of Fly Ash, Rice Husk Ash, and Palm Oil Fuel Ash in Glass Fiber–Reinforced Concrete. Journal of Materials in Civil Engineering, 23 (9), 1281–1288. doi: https://doi.org/10.1061/(asce)mt.1943-5533.0000299
  4. Dipohusodo, I. Struktlj R Beton Bertulang. Available at: https://www.academia.edu/40382011/STRUKTUR_BETON_BERTULANG_ISTIMAWAN
  5. Moasas, A. M., Amin, M. N., Khan, K., Ahmad, W., Al-Hashem, M. N. A., Deifalla, A. F., Ahmad, A. (2022). A worldwide development in the accumulation of waste tires and its utilization in concrete as a sustainable construction material: A review. Case Studies in Construction Materials, 17, e01677. doi: https://doi.org/10.1016/j.cscm.2022.e01677
  6. Guo, S., Dai, Q., Si, R., Sun, X., Lu, C. (2017). Evaluation of properties and performance of rubber-modified concrete for recycling of waste scrap tire. Journal of Cleaner Production, 148, 681–689. doi: https://doi.org/10.1016/j.jclepro.2017.02.046
  7. Aiello, M. A., Leuzzi, F. (2010). Waste tyre rubberized concrete: Properties at fresh and hardened state. Waste Management, 30 (8-9), 1696–1704. doi: https://doi.org/10.1016/j.wasman.2010.02.005
  8. Xiao, Z., Pramanik, A., Basak, A. K., Prakash, C., Shankar, S. (2022). Material recovery and recycling of waste tyres-A review. Cleaner Materials, 5, 100115. doi: https://doi.org/10.1016/j.clema.2022.100115
  9. Kangu, A. N., Shitote, S. M., Onchiri, R. O., Matallah, M. (2023). Effects of waste tyre steel fibres on the ultimate capacity of headed studs in normal concrete. Case Studies in Construction Materials, 18, e02166. doi: https://doi.org/10.1016/j.cscm.2023.e02166
  10. Guru Prasad, M., Yadav Golla, S., Prabhanjan, N., Siva Krishna, A., Alok, G. (2021). Mechanical properties of rubberized concrete using truck scrap rubber. Materials Today: Proceedings, 39, 849–854. doi: https://doi.org/10.1016/j.matpr.2020.10.358
  11. Miller, N. M., Tehrani, F. M. (2017). Mechanical properties of rubberized lightweight aggregate concrete. Construction and Building Materials, 147, 264–271. doi: https://doi.org/10.1016/j.conbuildmat.2017.04.155
  12. Al-Atroush, M. E., Sebaey, T. A. (2021). Stabilization of expansive soil using hydrophobic polyurethane foam: A review. Transportation Geotechnics, 27, 100494. doi: https://doi.org/10.1016/j.trgeo.2020.100494
  13. Li, Z., An, R., Zhang, W., Fan, X., Jin, H., Liu, J. et al. (2023). Investigating the effects of seawater and sea sand aggregates and supplementary cementitious materials on the early shrinkage and crack resistance of concrete. Construction and Building Materials, 392, 131719. doi: https://doi.org/10.1016/j.conbuildmat.2023.131719
  14. Mohe, N. S., Shewalul, Y. W., Agon, E. C. (2022). Experimental investigation on mechanical properties of concrete using different sources of water for mixing and curing concrete. Case Studies in Construction Materials, 16, e00959. doi: https://doi.org/10.1016/j.cscm.2022.e00959
  15. Hanif, A. (2023). Applicability and limitations of using seawater and sea sand in concrete. Materials Today: Proceedings. doi: https://doi.org/10.1016/j.matpr.2023.05.339
  16. SNI 03-2834-2000: Tata cara pembuatan rencana campuran beton normal. Available at: https://staffnew.uny.ac.id/upload/132256207/pendidikan/sni-03-2834-2000.pdf
  17. ASTM C127-88(2001). Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate. doi: https://doi.org/10.1520/C0127-88R01
  18. SNI-1972:2008. Cara Uji Slump Beton. Available at: https://lauwtjunnji.weebly.com/uploads/1/0/1/7/10171621/sni-1972-2008_cara_uji_slump_beton.pdf
  19. Panitia Pembaharuan Peraturan Beton Bertulang Indonesia (1971). Peraturan beton bertulang indonesia 1971 (P.B.I. 1971) N. 2-1. Lembaga Penjelidikan Masalah Bangunan.
Identification of patterns of strength formation of concrete using cement Portland Pozzolan (PPC) and waste tire powder in the condition of seawater curing

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Published

2023-10-31

How to Cite

Sihombing, S. M., & Yudiatna, D. T. (2023). Identification of patterns of strength formation of concrete using cement Portland Pozzolan (PPC) and waste tire powder in the condition of seawater curing. Eastern-European Journal of Enterprise Technologies, 5(6 (125), 66–73. https://doi.org/10.15587/1729-4061.2023.281708

Issue

Vol. 5 No. 6 (125) (2023): Technology organic and inorganic substances

Section

Technology organic and inorganic substances

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Copyright (c) 2023 Sahat Martua Sihombing, Dodi Tresna Yudiatna

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