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. 2022 May 31;15(11):3929. doi: 10.3390/ma15113929

Table 3.

Previous studies on water absorption of lightweight aggregate.

Researcher Aggregate Water Absorption (%)
Ren et al. (2020) [31] Artificial aggregate (fly ash + clay) 8.7
Artificial aggregate (fly ash + clay + coke particles) 22.97
Artificial aggregate (fly ash + clay + sodium carbonate solution) 8.84
Risdanareni et al. (2020) [22] Alkali activated Fly ash-based artificial lightweight aggregate (4 M NaOH) 23.92
Alkali activated Fly ash-based artificial lightweight aggregate (6 M NaOH) 23.23
Alkali activated Fly ash-based artificial lightweight aggregate (8 M NaOH) 22.08
Rehman et al. (2020) [68] Lightweight aggregate (fly ash + GGBS + 10% cement) 14.53
Lightweight aggregate (fly ash + GGBS + 20% cement) 12.50
Vali and Murugan (2019) [57] Cold-bonded artificial aggregate (fly ash + hydrated lime + cement + nano SiO2) 22.9–30.1
Cold-bonded artificial aggregate (fly ash + hydrated lime + metakaolin + nano SiO2) 20.7–28.2
Cold-bonded artificial aggregate (fly ash + hydrated lime + slag + nano SiO2) 12.5–23.8
Narattha and Chaipanich (2018) [70] Cold-bonded fly ash lightweight aggregates 14.08
Cold-bonded fly ash lightweight aggregates (Additional of Portland cement) 13.34–16.90
Cold-bonded fly ash lightweight aggregates (Calcium hydroxide) 14.10–18.46
Mohamad Ibrahim et al. (2018) [44] Cold-bonded lightweight aggregate (cured at room temperature) 22.1–39.8
Cold-bonded lightweight aggregate (cured under water at room temperature) 21.1–39.0
Cold-bonded lightweight aggregate (cured at oven) 26.5–41.3
Cold-bonded lightweight aggregate (cured under water at oven) 24.5–39.5