Mechanical and microstructural performance of concrete containing high-volume of bagasse ash and silica fume

Muhammad Nasir Amin; Afaq Ahmad; Khan Shahzada; Kaffayatullah Khan; Fazal E Jalal; Muhammad Ghulam Qadir

doi:10.1038/s41598-022-08749-1

Mechanical and microstructural performance of concrete containing high-volume of bagasse ash and silica fume

Sci Rep. 2022 Apr 6;12(1):5719. doi: 10.1038/s41598-022-08749-1.

Authors

Muhammad Nasir Amin¹, Afaq Ahmad², Khan Shahzada², Kaffayatullah Khan³, Fazal E Jalal⁴, Muhammad Ghulam Qadir⁵

Affiliations

¹ Department of Civil and Environmental Engineering, College of Engineering, King Faisal University, Al-Ahsa, 31982, Saudi Arabia. mgadir@kfu.edu.sa.
² Department of Civil Engineering, University of Engineering and Technology, Peshawar, Pakistan.
³ Department of Civil and Environmental Engineering, College of Engineering, King Faisal University, Al-Ahsa, 31982, Saudi Arabia.
⁴ Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, People's Republic of China.
⁵ Department of Environmental Sciences, COMSATS University Islamabad, Abbottabad Campus, Abbottabad, 22060, Pakistan.

Abstract

In this study, researchers examined the effect of replacing a high-volume of cement with sugarcane bagasse ash (BA) and silica fume (SF). In addition to the control, three binary and three ternary blends of concrete containing different percentages of cement/BA and cement/BA/SF were tested to determine the various mechanical and microstructural properties of concrete. For each mix, eighteen cylindrical concrete specimens were cast followed by standard curing (moist at 20 °C) to test the compressive and tensile strengths of three identical specimens at 7, 28, and 91 days. The test results indicated that the binary mix with 20% BA and ternary mix with 33% BA and 7% SF exhibited higher strengths than all the other mixes, including the control. The higher strengths of these mixes are also validated by their lower water absorption and apparent porosity than the other mixes. Following mechanical testing, the micro and pore structures of all mixes were investigated by performing scanning electron microscopy/energy-dispersive X-ray spectroscopy (SEM-EDS), Fourier transform infrared (FTIR) spectroscopy, thermogravimetric analysis (TGA), and nitrogen (N₂) adsorption isotherm analysis. In SEM-EDS analysis, a dense and compact microstructure was observed for the BA20 and BA33SF7 mixtures due to the formation of high-density C-S-H and C-H phases. The formation of a large amount of C-S-H phases was observed through FTIR, where a prominent shift in peaks from 955 to 970 cm^-1 was observed in the spectra of these mixes. Moreover, in N₂ adsorption isotherm analysis, a decrease in the intruded pore volume and an increase in the BET surface area of the paste matrix indicate the densification of the pore structure of these mixes. As observed through TGA, a reduction in the amount of the portlandite phase in these mixes leads to the formation of their more densified micro and pore structures. The current findings indicate that BA (20%) and its blend with SF (40%) represents a potential revenue stream for the development of sustainable and high-performance concretes in the future.