Authors :
Asunmogejo Yusuf Olawale; Olaniyan Oluwashina Aremu; Sayi Rasheedat Atinuke; Amusat Tajudeen Adeyemi; Olayinka Rukayat Omosalewa
Volume/Issue :
Volume 9 - 2024, Issue 8 - August
Google Scholar :
https://tinyurl.com/mwybvbwj
Scribd :
https://tinyurl.com/yeyn9uwy
DOI :
https://doi.org/10.38124/ijisrt/IJISRT24AUG1514
Abstract :
In recent years, there have been growing
demand for fibre-reinforced cementitious composites
using materials wastes to reduce cost and cement usage in
concrete production. Therefore, this study aims to
prepare sugarcane bagasse ash (SBA)-based geopolymer
reinforced with coconut fibre as a material suitability
evaluation for engineered geopolymer composites. The
sugarcane baggase ash was characterised for its physical
and chemical properties using scanning electron
microscopy (SEM), Energy dispersive X-ray spectroscopy
(EDS), X-ray powder diffraction (XRD). The coconut
fibres was added at 0%, 1%, 2%, and 3%, while the plain
cement mortar was used as the control mix. Both
destructive (compressive and tensile strength) and non-
destructive test (water absorption, and ultrasonic pulse
velocity test) were conducted on the resulting geopolymer
mortar. The result of the SBA characterisation showed
that the SBA met the ASTM C618 requirement for a
pozzolanic material. The addition of 1% fibre to the
geopolymer composite resulted in enhanced durability
property than the plain cement mortar. The ultrasonic
pulse velocity test demonstrated that bagasse ash-based
geopolymer composites can be classified as a excellent
cementitious material. The study also found the
engineered cementitious composite showed better
compressive and tensile strength than the plain concrete
mortar, while the addition of fibre provided a denser
microstructure for additional strength. The optimum
fibre content was found at 1% for improved water
absorption performance, UPV, and compressive strength.
The study concludes that SBA composite reinforced with
coconut fibre can provide better alternatives to achieve
sustainability in engineered geopolymer concrete
applications.
Keywords :
Sugarcane Bagasse Ash; Coconut Fibre; Geopolymer Mortar; Engineered Cementitious Composites; Compressive Strength, Tensile Strength.
References :
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In recent years, there have been growing
demand for fibre-reinforced cementitious composites
using materials wastes to reduce cost and cement usage in
concrete production. Therefore, this study aims to
prepare sugarcane bagasse ash (SBA)-based geopolymer
reinforced with coconut fibre as a material suitability
evaluation for engineered geopolymer composites. The
sugarcane baggase ash was characterised for its physical
and chemical properties using scanning electron
microscopy (SEM), Energy dispersive X-ray spectroscopy
(EDS), X-ray powder diffraction (XRD). The coconut
fibres was added at 0%, 1%, 2%, and 3%, while the plain
cement mortar was used as the control mix. Both
destructive (compressive and tensile strength) and non-
destructive test (water absorption, and ultrasonic pulse
velocity test) were conducted on the resulting geopolymer
mortar. The result of the SBA characterisation showed
that the SBA met the ASTM C618 requirement for a
pozzolanic material. The addition of 1% fibre to the
geopolymer composite resulted in enhanced durability
property than the plain cement mortar. The ultrasonic
pulse velocity test demonstrated that bagasse ash-based
geopolymer composites can be classified as a excellent
cementitious material. The study also found the
engineered cementitious composite showed better
compressive and tensile strength than the plain concrete
mortar, while the addition of fibre provided a denser
microstructure for additional strength. The optimum
fibre content was found at 1% for improved water
absorption performance, UPV, and compressive strength.
The study concludes that SBA composite reinforced with
coconut fibre can provide better alternatives to achieve
sustainability in engineered geopolymer concrete
applications.
Keywords :
Sugarcane Bagasse Ash; Coconut Fibre; Geopolymer Mortar; Engineered Cementitious Composites; Compressive Strength, Tensile Strength.