Performance enhancement of concrete by using ceramic waste as a partial replacement for coarse aggregate
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A significant quantity of the world's volume of construction and demolition waste comes from the ceramic and constructionsectors. To reduce such waste, ceramic waste is used as one of the ingredients of concrete material in this study to improvethe engineering characteristics of the concrete. In this investigation, ceramic waste aggregate is used in place of natural coarseaggregate in proportions of 0%, 20%, 40%, 60%, 80% and 100%. Laboratory studies on Compressive strength, Split Tensilestrength, Flexural strength, and Shear strength were carried. The findings of experimental tests showed that adding ceramicwaste increased the compressive strength of CRWAC40's (Ceramic Waste Aggregate Concrete) as compared with CC(Conventional Concrete) and the values of compressive strengths being 37.75 MPa and 36.25 MPa respectively. CC andCRWAC40 have split tensile strengths of 3.15 MPa and 3.58 MPa respectively. In this case, the split tensile strength ofCRWAC40 is increased by 13% when compared to conventional concrete. Flexural and shear strengths of CC and CRWAC40are 5.32 MPa, 7.48 MPa and 5.72 MPa, 7.82 MPa respectively. Based on the laboratory test results, it has been concluded thatceramic waste aggregate could be used up to 40% in replacement of conventional coarse aggregate in concrete to improve itsengineering properties.
Abstract
A significant quantity of the world's volume of construction and demolition waste comes from the ceramic and constructionsectors. To reduce such waste, ceramic waste is used as one of the ingredients of concrete material in this study to improvethe engineering characteristics of the concrete. In this investigation, ceramic waste aggregate is used in place of natural coarseaggregate in proportions of 0%, 20%, 40%, 60%, 80% and 100%. Laboratory studies on Compressive strength, Split Tensilestrength, Flexural strength, and Shear strength were carried. The findings of experimental tests showed that adding ceramicwaste increased the compressive strength of CRWAC40's (Ceramic Waste Aggregate Concrete) as compared with CC(Conventional Concrete) and the values of compressive strengths being 37.75 MPa and 36.25 MPa respectively. CC andCRWAC40 have split tensile strengths of 3.15 MPa and 3.58 MPa respectively. In this case, the split tensile strength ofCRWAC40 is increased by 13% when compared to conventional concrete. Flexural and shear strengths of CC and CRWAC40are 5.32 MPa, 7.48 MPa and 5.72 MPa, 7.82 MPa respectively. Based on the laboratory test results, it has been concluded thatceramic waste aggregate could be used up to 40% in replacement of conventional coarse aggregate in concrete to improve itsengineering properties.
참고문헌 (31)
- N. M. Azmee, , Case Stud. Constr. Mater, 9, pp.e00197~ (2018)
- Bassam A. Tayeh, , J. Mater. Res. Technol, 9(4), pp.8469~8481 (2020)
- A. Kumar, , Curr. Res. Environ. Sustain, 2, pp.100011~ (2020)
- P. Ogrodnik, , 2nd International Conference on the Sustainable Energy and Environmental Development, 2 (2019)
- O. A. Ahmad, , Int. J. Geomate, 19(75), pp.8~18 (2020)
- S. Ray, , J. King Saud Uni. -Eng. Sci (2021)
- S. Ray, , J. Build. Eng, 43, pp.102567~ (2021)
- R. K. Goyal, , Mater. Today : Proceed, 49(5), pp.1769~1775 (2022)
- R. K. Dhirobe, , Sustainable Constr. Mater, pp.27~86 (2017)
- S. Chhetri, , Int. J. Eng. Res. Technol, 10(3) (2021)
- M. Samadi, , J. Cleaner Product, 266(1), pp.121825~ (2020)
- H. M. Magbool, , J. Build. Eng, 47(15), pp.103815~ (2022)
- R. Santhosh, , J. Res. Appl. Sci. Eng. Technol., 5(11) (2017)
- Z. Ralli, , National Accelerated Bridge Construction Conference including Automation (2019)
- O. Cazacu, , Plast. Metal. Mater, pp.311~424 (2021)
- G. Jumaa, , J. Civil Eng (2019)
- S. A. Kristiawan, , Infrastructures, 6(97) (2021)
- X. Fan, , Comptes. Rendus. Mecanique, 347(1), pp.33~48 (2019)
- Y. Xu, , Cem. Concr. Res, 33(12), pp.2009~2016 (2003)
- M. Daniyal, , Engineering and Technology, 4(12) (2015)
- H. G. Shruthi, , Int. Res. J. Eng. Technol., 3(7) (2016)
- B. Subedi, , Int. J. Eng. Res. Technol., 9(7) (2020)
- M. O. Younis, , Case Studies Constr. Mater., 17 (2022)
- K. Ramadevi, , Int. J. Civil Eng. Technol., 8(8) (2017)
- M. S. M. Taj, , Int. J. Innovative Sci. Res. Technol., 3(5) (2018)
- G. Sai Chand, , Int. J. Eng. Res. A Peer Rev. Int. J., 5(3) (2017)
- J. Bommisetty, , Mater. Today : Proceed, 8, pp.230~ (2019)
- H. W. Hasan, , Pakistan J. Sci., 66(1) (2014)
- J. Bommisetty, , Mater. Today : Proceed, 19(2), pp.875~877 (2019)
- E. E. Ikponmwosa, , Nigerian J. Technol., 36(3) (2017)
- H. M. Najm, , Res. Square (2022)