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Addendum: Zhao, X.; et al. Properties of foamed mortar prepared with granulated blast-furnace slag. Materials 2015, 8(2), 462-473

Zhao, Xiao and Lim, Siong Kang and Tan, Cher Siang and Li, Bo and Ling, Tung Chai and Huang, Runqiu and Wang, Qingyuan (2015) Addendum: Zhao, X.; et al. Properties of foamed mortar prepared with granulated blast-furnace slag. Materials 2015, 8(2), 462-473. Materials, 8 (7). pp. 3958-3959. ISSN 1996-1073

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Official URL: http://dx.doi.org/10.3390/ma8073958

Abstract

Foamed mortar with a density of 1300 kg/m3 was prepared. In the initial laboratory trials, water-to-cement (w/c) ratios ranging from 0.54 to 0.64 were tested to determine the optimal value for foamed mortar corresponding to the highest compressive strength without compromising its fresh state properties. With the obtained optimal w/c ratio of 0.56, two types of foamed mortar were prepared, namely cement-foamed mortar (CFM) and slag-foamed mortar (SFM, 50% cement was replaced by slag weight). Four different curing conditions were adopted for both types of foamed mortar to assess their compressive strength, ultrasonic pulse velocity (UPV) and thermal insulation performance. The test results indicated that utilizing 50% of slag as cement replacement in the production of foamed mortar improved the compressive strength, UPV and thermal insulation properties. Additionally, the initial water curing of seven days gained higher compressive strength and increased UPV values as compared to the air cured and natural weather curing samples. However, this positive effect was more pronounced in the case of compressive strength than in the UPV and thermal conductivity of foamed mortar.

Item Type:Article
Uncontrolled Keywords:foamed mortar, water-to-cement ratio, curing regime, slag, strength, thermal properties
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:57701
Deposited By: Haliza Zainal
Deposited On:04 Dec 2016 04:08
Last Modified:21 Dec 2021 01:08

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