2021
DOI: 10.1016/j.matpr.2020.06.006
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Evaluation of mechanical properties of concrete manufactured with fly ash, bagasse ash and banana fibre

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Cited by 54 publications
(29 citation statements)
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“…Above 0.25% fibre content, the lower strength values of BFRC compared with Plain concrete can be attributed to the large quantity of fibres/excessive fibre content in the concrete having an adverse effect on compressive strength. Similar results were observed by other researchers [7,9,10,[34][35][36][62][63][64] with Humphrey [7] noting that large quantity of fibres in the mortar produced voids and created nonuniform distribution within the composite, which led to reduced compressive strength.…”
Section: Test Methodsupporting
confidence: 88%
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“…Above 0.25% fibre content, the lower strength values of BFRC compared with Plain concrete can be attributed to the large quantity of fibres/excessive fibre content in the concrete having an adverse effect on compressive strength. Similar results were observed by other researchers [7,9,10,[34][35][36][62][63][64] with Humphrey [7] noting that large quantity of fibres in the mortar produced voids and created nonuniform distribution within the composite, which led to reduced compressive strength.…”
Section: Test Methodsupporting
confidence: 88%
“…Concrete is one of the most widely used material in the construction industry because it offers good strength and durability properties, and its primary constituents are readily available and cheap [1][2][3]. Despite its numerous advantages, concrete is also well known to have several weaknesses, such as a low tensile strength capacity that is significantly lower than its higher capacity to resist compressive loading, brittleness, low postcracking capability, and low fracture resistance [4][5][6][7][8][9][10].…”
Section: Introductionmentioning
confidence: 99%
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“…For that purpose, supplementary cementitious materials have been developed to replace part of the required cement [31]. These alternative materials include the reuse of waste such as fly ash, which can replace 15-30% of cement [32][33][34][35][36] and silica fume which replace cement by 5-25% [37,38]. There are other residues as well that have been used, such as ground granulated blast furnace slag [39], metakaolin [40,41], sewage sludge ash [42,43], rice husk ash [44], which can replace up to 20% of cement.…”
Section: Reducing the Amount Of Cement In The Concrete MIXmentioning
confidence: 99%