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Table 3 Mix proportioning of SGPM mixes

From: Effect of construction demolition waste as fine aggregate and NaOH molarity on strength and fracture parameters of slag based geopolymer mortars

Mix Proportion Binder:FA

GGBS (Bider) (kg/m3)

Fine aggregate (FA)

Alkaline Solution

NA (kg/m3)

RFA (kg/m3)

SH (kg/m3)

SS (kg/m3)

1:1

1050

1050

0

150

375

1050

945

105

150

375

1050

840

210

150

375

1050

735

315

150

375

1050

630

420

150

375

1:3

525

1575

0

150

375

525

1417.5

157.5

150

375

525

1260

315

150

375

525

1102.5

472.5

150

375

525

945

630

150

375