Design of High Strength Concrete Using Stone Dust
DOI:
https://doi.org/10.55524/ijircst.2023.11.3.8Keywords:
Concrete, M25, Fly Ash, Slump retention, Compressive Strength, Compaction factorsAbstract
The purpose of this paper is to investigate the effect of stone crushed dust on the specific properties of fresh and toughened concrete (M25). These experimental trails for fresh and toughened concrete properties for M-25 grade are investigated and the results are compared to normal concrete. It has the potential to be used in concrete as a partial replacement for natural river sand. The utilization of stone dust in concrete not as it were moves forward concrete quality but moreover makes a difference to protect characteristic waterway sand for future generations. An exploratory program was carried out within the current ponder to explore the workability and compressive strength of concrete made utilizing stone clean as a fractional substitution of fine of concrete made using stone dust as a partial replacement of fine aggregate in the range of 10% - 100%. M25 grade for referral concrete, a concrete grade was designed using OPC. Workability and compressive quality were decided at different substitution levels of fine total versus referral concrete, with compressive quality deciding the ideal substitution level. In comparison to all other replacement levels, the results showed that replacing 60% of fine aggregate with stone dust allows for the production of concrete with the highest compressive strength.
Downloads
References
Kuwai, T. (2001) State-of-the-Art Report on High-Strength Concrete in Japan Recent Developments and Applications. J. Cheruiyot et al. 239 J. Cheruiyot et al. 239
Addis, B. and Owens. G. (2001) Fulton’s Concrete Technology. 8th Edition. Cement & Concrete Institute, Midrand, South Africa.
Zia, P., Leming, M.L., Ahmad, S.H., Shemel, J.J., Elliot, R.P. and Naaman, A.E. (1991) Mechanical Behavior of High Strength Concrete, Strategic Highway Research Program, High Performance Concretes, a State-of-the-Art report, SHRP National Research Council, Washington DC.
Russel, H. and Moreno, J. (1977) State-of-the-Art Report on High Strength Concrete, Chicago Committee on High Rise Buildings.
Addis, B.J. (1991) Properties of High-Strength Concrete Made with South African Materials. Ph.D. Thesis, University of Witwatersrand, Johannesburg.
Kiliswa, M. (2011) Effect of Quarry Dust on the Strengths and Permeability of Concrete. Msc Thesis, University of Nairobi, Kenya.
Jinnai, H. (2005) Development and Construction Record on High Strength Concrete with the Compressive Strength Exceeding 150MPa, ACI SP-228, Seventh International Symposium on the Utilization of High-Strength/High
Performance Concrete, 1045-1062.
American Concrete Institute 211.1-9191997, Standard Practice for Selecting Proportions for normal, heavyweight, and mass concrete, Farmington Hills, Michigan: American Concrete Institute, 1997.
Aminul, I.L. (2008) Mix Design of High-Performance Concrete, National Institute of Technology Silchar 788010, In-dia.
Addis. B.J. and Alexander, M.G. (1990) A Method of Proportioning Trial Mixes for High Strength Concrete, High Strength Concrete, Second International Symposium, Berkeley, California, 227-278 (ACI special Publication, SP-121).
Downloads
Published
Issue
Section
How to Cite
