2020
DOI: 10.1016/j.matpr.2020.04.888
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Development of a strength model for foam concrete based on water – cement ratio

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Cited by 6 publications
(4 citation statements)
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“…In reality, the hydration water is approximately linearly correlated with the water-cement ratio when the cement is not fully hydrated. This is supported by the majority of research results [11] . The strength of the incompletely hydrated foamed lightweight soil is significantly lower than what is predicted by Nambiar's model.…”
Section: Development Of the Improved Strength Modelsupporting
confidence: 69%
See 1 more Smart Citation
“…In reality, the hydration water is approximately linearly correlated with the water-cement ratio when the cement is not fully hydrated. This is supported by the majority of research results [11] . The strength of the incompletely hydrated foamed lightweight soil is significantly lower than what is predicted by Nambiar's model.…”
Section: Development Of the Improved Strength Modelsupporting
confidence: 69%
“…Meera [11] f c =f w+α×F w+k×f n Foam concrete (Some specimens contain fly ash) However, most of the previous strength prediction models are for foam concrete with completed hydration. In contrast, foamed lightweight soil is incompletely hydrated with a short maintenance time, which could lead to considerable deviation in strength prediction if the strength models for foam concrete are applied directly.…”
Section: Numbermentioning
confidence: 99%
“…To make the foam more stable, silica fume is added at the liquid foaming stage in FC [ 28 ]. The strength of FC was modeled with the help of various mechanical properties [ 29 , 30 ]. Maglad et al [ 31 ] found that the distribution of the pore size of FC is different, influencing the properties (mechanical and durability) of FC.…”
Section: Introductionmentioning
confidence: 99%
“…The concrete flowability depends on the water/cement ratio (W/C) and is highly increased by the presence of superplasticizers in the recipe [22][23][24]. Moreover, the same flowability can be achieved by including a SP and reduce the W/CM ratio, while increasing the concrete strength and durability in the meantime with paste volume reduction, improving also its dimensional stability.…”
Section: Introductionmentioning
confidence: 99%