2010
DOI: 10.1016/j.cemconcomp.2010.08.008
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Strength, drying shrinkage, and water permeability of concrete incorporating ground palm oil fuel ash

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Cited by 111 publications
(68 citation statements)
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“…The ratio of WPC ( / control) is the normalized WPC of POFA concrete as compared with the control concrete at the same testing age and W/B ratio (40CT or 50CT concrete). The 40CT and 50CT types of concrete at 28 days had the WPC of 3.01 × 10 −13 and 4.81 × 10 −13 m/s and reduced to 1.96 × 10 −13 and 3.2 × 10 −13 m/s at 90 days, respectively, which was similar to the previous research [24] Advances in Materials Science and Engineering 5 28 and 90 days, respectively, which were lower than those of the control concrete. It should be noted that the 40P15 concrete had a lower compressive strength than that of the 40CT concrete and still had a lower WPC than the 40CT concrete too.…”
Section: Tests For the Electrical Indication Of The Concrete's Abilitsupporting
confidence: 79%
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“…The ratio of WPC ( / control) is the normalized WPC of POFA concrete as compared with the control concrete at the same testing age and W/B ratio (40CT or 50CT concrete). The 40CT and 50CT types of concrete at 28 days had the WPC of 3.01 × 10 −13 and 4.81 × 10 −13 m/s and reduced to 1.96 × 10 −13 and 3.2 × 10 −13 m/s at 90 days, respectively, which was similar to the previous research [24] Advances in Materials Science and Engineering 5 28 and 90 days, respectively, which were lower than those of the control concrete. It should be noted that the 40P15 concrete had a lower compressive strength than that of the 40CT concrete and still had a lower WPC than the 40CT concrete too.…”
Section: Tests For the Electrical Indication Of The Concrete's Abilitsupporting
confidence: 79%
“…Use of ground POFA is effective in reducing chloride ion penetration in concrete, which is the same as the result of using fly ash and silica fume in concrete [26]. This improvement in concrete resistivity was due to the pozzolanic reaction, which improved the interfacial bonding between the aggregates and pastes [27,28], resulting in impermeable and dense concrete [29].…”
Section: Chloride Ion Penetrationmentioning
confidence: 53%
“…[2][3][4] show that the mortar produced with room or ambient curing method produced the lowest 14-and 28-day strength. This could be as a result of limited amount of water available for hydration reactions and slower rate of reaction that limited the reaction kinetics that could favor the formation of C-(A)-S-H.…”
Section: Room Temperature Curing Methods and The Strength Developmentmentioning
confidence: 99%
“…These materials especially steel slag and palm oil fuel ash have been used as supplementary cementitious materials (SCMs) in the OPC mortar or concrete productions [1][2][3][4]. Despite that, there are still vast quantities of these materials that are being disposed as landfills.…”
Section: Introductionmentioning
confidence: 99%
“…These bars were having 12 mm diameter with 800 mm long and were used as a replacement for steel balls [38]. Depending on the carbon content of the ashes produced, their colors vary from light grey to dark grey [37,[39][40][41][42][43][44]. Finally, it was understood that the fuel industry is the main sources of the raw materials of the POFA, being incinerated in a boiler or other grinding industries.…”
Section: Palm Oil Fuel Ash (Pofa)mentioning
confidence: 99%