2018
DOI: 10.1063/1.5062695
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Utilisation of palm oil fuel ash (POFA) as cement replacement by using powder and liquidation technique

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Cited by 9 publications
(8 citation statements)
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“…The ternary blend produced by combining 10% POFA and 10% MK by weight as a substitute to cement improved the compressive strength and microstructure of mortar exposed to elevated temperatures compared to plain OPC mortar (Usman et al , 2017). By using 5% of POFA replacement in concrete through powder technique, the optimum percentage of both compressive and splitting tensile strength is adopted (Sidek et al , 2020). However, tensile strength and modulus of elasticity decreased at elevated temperatures compared with ambient temperature (Paul et al , 2020).…”
Section: Findings and Discussionmentioning
confidence: 99%
“…The ternary blend produced by combining 10% POFA and 10% MK by weight as a substitute to cement improved the compressive strength and microstructure of mortar exposed to elevated temperatures compared to plain OPC mortar (Usman et al , 2017). By using 5% of POFA replacement in concrete through powder technique, the optimum percentage of both compressive and splitting tensile strength is adopted (Sidek et al , 2020). However, tensile strength and modulus of elasticity decreased at elevated temperatures compared with ambient temperature (Paul et al , 2020).…”
Section: Findings and Discussionmentioning
confidence: 99%
“…It was examined that the 30% POFA with mortar mix achieved a flexural strength of 2.10, 2.44, 4.06 𝑁/𝑚𝑚 2 on 7, 28, and 130 days of curing, which was higher than the control mix. This is happening due to the pozzolanic reaction of POFA, which increase the concrete strength compared to the control mix [65]. POFA has a large percentage of amorphous 𝑆𝑖𝑂 2 which is shown in Table 1 and it react with calcium hydroxide (𝐶𝑎(𝑂𝐻) 2 ) created during the hydration process to produce more calcium silicate hydrate (C-S-H) gel compound and contribute greater strength to the concrete by filling capillary pores and improving interfacial bonding between aggregates and pastes at later ages.…”
Section: Flexural Strengthmentioning
confidence: 99%
“…He has replaced silica fume by 0%,2.5%,5%7.5%, 10%12.5%,15%,20%,25%,30% with M20,M25 and M30 grade of concrete.. Strength obtained maximum at 10% of replacement [10]. Compressive strength was obtained maximum at 7.5% of replacement of cement.…”
Section: Strength Studiesmentioning
confidence: 99%
“…Firstly, silica fume used in 1969 in Norway but was employed in North America and Europe in early's 1980 [9]. The usage of silica fume has been increased worldwide over recent years which can enhance the permeability, strength and durability [10]. Silica Fume used as a partly or complete substitute of cement which increases the concrete properties [11].…”
Section: Background Studymentioning
confidence: 99%