Abstract
In this investigation, Palm Fiber Ash (PFA) produced from the controlled heating of palm fiber is assessed for its aptness as partial cement replacement in conventional concrete. In effect, the physical, and chemical properties of PFA, Ordinary Portland Cement (OPC) 42.5R, Pit and Standard sand are presented and analyzed. The compressive strength of sand—OPC prism with blended palm fiber ash additive is evaluated and studied. Two different sources of sand (Standard sand and Pit sand) with four different replacement percentages of PFA (6.66%, 8.88%, 11.11%, and 20%) including control samples for both sand types are considered. The results revealed that the compressive strength of standard sand—OPC prisms with 11.11% PFA exhibited the highest compressive strength throughout all the days, except for day 1. Also, the highest compressive strength of the pit sand—OPC—PFA prisms was achieved at 6.66% at the early ages, and 11.11% at the later ages. The results of the microstructural analysis of Fourier transform infrared spectroscopy (FTIR), X-ray diffraction (XRD), and Scanning Electron Microscopy (SEM) of PFA revealed that it possesses amorphous silica and thus can be used as supplementary cement replacement material.
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The authors are thankful to the University of Cape Coast and Ghacem Ltd Tema for their laboratory infrastructure and staff time support.
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Tulashie, S.K., Dapaah, S., Mensah, D. et al. Palm fiber ash as a supplementary cementitious material for the production of mortar prism. Innov. Infrastruct. Solut. 7, 3 (2022). https://doi.org/10.1007/s41062-021-00602-0
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DOI: https://doi.org/10.1007/s41062-021-00602-0