2022
DOI: 10.1016/j.cscm.2022.e01039
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Effect of fly-ash as fine aggregate on the workability and mechanical properties of cemented paste backfill

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Cited by 19 publications
(13 citation statements)
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“…% FA is 77.69 MPa, 74.61 MPa, 73.79 MPa, 71.71 MPa, respectively, showing a monotonic decreasing trend. Such phenomenon is consistent with normal concrete with FA as supplementary cementitious materials, especially at early ages [ 28 ]. As for flexural strength, the weakening effect is slightly mitigated, even when the ratio of FA/(FA + ASR) reaches 0.67, the flexural strength of the above four groups after curing for 28 days is 17.88 MPa, 17.16 MPa, 17.34 MPa 15.96 MPa, respectively.…”
Section: Moc Pastes With Fa and Asrsupporting
confidence: 85%
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“…% FA is 77.69 MPa, 74.61 MPa, 73.79 MPa, 71.71 MPa, respectively, showing a monotonic decreasing trend. Such phenomenon is consistent with normal concrete with FA as supplementary cementitious materials, especially at early ages [ 28 ]. As for flexural strength, the weakening effect is slightly mitigated, even when the ratio of FA/(FA + ASR) reaches 0.67, the flexural strength of the above four groups after curing for 28 days is 17.88 MPa, 17.16 MPa, 17.34 MPa 15.96 MPa, respectively.…”
Section: Moc Pastes With Fa and Asrsupporting
confidence: 85%
“…The reduction rates are 12.5%, 22.04%, 29.32% and 37.50% for Groups A1, A2, A3 and A4, respectively. Possible reasons lie in the increase in solid inert powder dosage and the decrease in water in the whole system [ 28 , 29 ], reflected by mix proportions in Table 2 . Furthermore, the smaller average particle size of FA particles (14.39 μm) than caustic burnt magnesia powder (20.82 μm) is also responsible for the lower flowability due to higher water demand for wrapping micro solid particles.…”
Section: Role Of Fly Ash In Moc Pastesmentioning
confidence: 99%
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“…As a fine aggregate, FA can effectively improve the gradation performance of the mixture. Short-term (3d/7d) strength increased with the increase of FA content, while long-term (28d) strength and slump increased first and then decreased [97].…”
Section: Fly Ashmentioning
confidence: 90%
“…The slump and expansion of each proportioned material in Table 5 were tested. In addition, the results show that the slump and expansion of the 9 proportions are 240~268 mm and 410~620 mm, respectively [ 28 ]. The flow performance can meet the requirements of engineering practice.…”
Section: Methodsmentioning
confidence: 99%