Proceedings of the Built Environment, Science and Technology International Conference 2018
DOI: 10.5220/0008907801770184
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Study of Fine Artificial Lightweight Aggregate (ALWA) from Sidoarjo-Mud and Fly Ash with Different Calcination and Composition

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(4 citation statements)
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“…The densities can not be classified as lightweight mortar, it is caused by the void of the specimen as the result of aluminium powder as a foaming agent. The assumption strengthened with the densities of fine ALWA in the previous study by Perdanawati, et al[16]. The data demonstrated that the densities of fine ALWA FA-0-1050-6 was 1070,06 kg/m3 and FA-50-1050-6 was 968,15 kg/m3, both fine ALWA classified as lightweight aggregate based on ASTM C-330.…”
supporting
confidence: 68%
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“…The densities can not be classified as lightweight mortar, it is caused by the void of the specimen as the result of aluminium powder as a foaming agent. The assumption strengthened with the densities of fine ALWA in the previous study by Perdanawati, et al[16]. The data demonstrated that the densities of fine ALWA FA-0-1050-6 was 1070,06 kg/m3 and FA-50-1050-6 was 968,15 kg/m3, both fine ALWA classified as lightweight aggregate based on ASTM C-330.…”
supporting
confidence: 68%
“…The previous study by Perdanawati, et al [16], fine ALWA made with three compositions that were Lusi mud: fly ash = 100%:0; 70%:30%; 50%:50%. The composition was sintered at two temperatures (1000°C and 1050°C) for 4 and 6 hours.…”
Section: Fine Alwa (Artificial Lightweight Aggregate)mentioning
confidence: 99%
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