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. 2023 Aug 18;26(9):107651. doi: 10.1016/j.isci.2023.107651

Table 5.

Mix ratio design of PFSS with MSW-IBA and its ground ash

Samples Soil
(g)		 Content of firming agent(%) Firming agent composition (%)
 Fine aggregate (%)
 Water (g)
Key component
 Activator
 Water reducer
Slag MSW-IBA ground ash (30%) Cement Gypsum Sodium silicate MSW-IBA
125–18 1000 30 45.5 19.5 25 10 18 1.5 30 623.3
125–22 1000 30 45.5 19.5 25 10 22 1.5 30 623.3
125–24 1000 30 45.5 19.5 25 10 24 1.5 30 623.3
155–18 1000 30 45.5 19.5 25 10 18 1.5 30 616.9
155–22 1000 30 45.5 19.5 25 10 22 1.5 30 616.9
155–24 1000 30 45.5 19.5 25 10 24 1.5 30 616.9
185–18 1000 30 45.5 19.5 25 10 18 1.5 30 610.5
185–22 1000 30 45.5 19.5 25 10 22 1.5 30 610.5
185–24 1000 30 45.5 19.5 25 10 24 1.5 30 610.5