Advances in Materials Science and Engineering

Research Article

Developing Geopolymer Concrete Properties by Using Nanomaterials and Steel Fibers

Table 4

Geopolymer mix proportions in kg/m³.


Mixture	Slag binder (Kg/m³)	Na₂SiO₃ (L)	NaOH (L)	CA (Kg/m³)	FA (Kg/m³)	Molarity	SP (%)	SF1	SF2	NS	NMK

C0	500	187.5	62.5	907	790	12	3	0	0	0	0
CSFH0.5	500	187.5	62.5	907	790	12	3	0.5	0	0	0
CSFH1	500	187.5	62.5	907	790	12	3	1	0	0	0
CSFH1.5	500	187.5	62.5	907	790	12	3	1.5	0	0	0
CSFC0.5	500	187.5	62.5	907	790	12	3	0	0.5	0	0
CSFC1	500	187.5	62.5	907	790	12	3	0	1	0	0
CSFC1.5	500	187.5	62.5	907	790	12	3	0	1.5	0	0
CNS2	500	187.5	62.5	907	790	12	3	0	0	2	0
CNS4	500	187.5	62.5	907	790	12	3	0	0	4	0
CNS6	500	187.5	62.5	907	790	12	3	0	0	6	0
CNS8	500	187.5	62.5	907	790	12	3	0	0	8	0
CNMK2	500	187.5	62.5	907	790	12	3	0	0	0	2
CNMK4	500	187.5	62.5	907	790	12	3	0	0	0	4
CNMK6	500	187.5	62.5	907	790	12	3	0	0	0	6
CNMK8	500	187.5	62.5	907	790	12	3	0	0	0	8
CSFH0.5 + CNS4	500	187.5	62.5	907	790	12	3	0.5	0	4	0
CSFH1 + CNS4	500	187.5	62.5	907	790	12	3	1	0	4	0
CSFH1.5 + CNS4	500	187.5	62.5	907	790	12	3	1.5	0	4	0
CSFH0.5 + CNMK6	500	187.5	62.5	907	790	12	3	0.5	0	0	6
CSFH1 + CNMK6	500	187.5	62.5	907	790	12	3	1	0	0	6
CSFH1.5 + CNMK6	500	187.5	62.5	907	790	12	3	1.5	0	0	6
CSFC0.5 + CNS4	500	187.5	62.5	907	790	12	3	0	0.5	4	0
CSFC1 + CNS4	500	187.5	62.5	907	790	12	3	0	1	4	0
CSFC1.5 + CNS4	500	187.5	62.5	907	790	12	3	0	1.5	4	0
CSFC0.5 + CNMK6	500	187.5	62.5	907	790	12	3	0	0.5	0	6
CSFC1 + CNMK6	500	187.5	62.5	907	790	12	3	0	1	0	6
CSFC1.5 + CNMK6	500	187.5	62.5	907	790	12	3	0	1.5	0	6

CA: coarse aggregate; SF1: steel fiber with hooked end; NMK: nanometakaolin; FA: fine aggregate; SF2: crimped steel fiber; SP: superplasticizer; NS: nanosilica.