Precursor;Characteristic compressive strength (MPa);Tensile strength (MPa);Modulus of elasticity (GPa);Ref.;% CaO (precursor);Activator;Activator-NaOH;Activator-WG;;Author;Paper
FA-C;72,00;-;64,30;[86];22,57;Sodium silicate;96,30;96,30;;Wongkvanklom et al.;Beneficial utilization of recycled asphaltic concrete aggregate in high calcium fly ash geopolymer concrete
;55,30;-;57,20;[86];22,57;Sodium silicate;117,70;117,70;;Wongkvanklom et al.;Beneficial utilization of recycled asphaltic concrete aggregate in high calcium fly ash geopolymer concrete
;52,50;-;49,40;[86];22,57;Sodium silicate;139,10;139,10;;Wongkvanklom et al.;Beneficial utilization of recycled asphaltic concrete aggregate in high calcium fly ash geopolymer concrete
;41,00;-;39,50;[86];22,57;Sodium silicate;160,50;160,50;;Wongkvanklom et al.;Beneficial utilization of recycled asphaltic concrete aggregate in high calcium fly ash geopolymer concrete
;12,90;-;7,80;[87];27,9;Sodium hydroxide;280,00;0,00;;Ruengsillapanun et al.;Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete
;18,70;-;12,80;[87];27,9;Sodium silicate;215,00;65,00;;Ruengsillapanun et al.;Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete
;19,20;-;13,70;[87];27,9;Sodium silicate;200,00;80,00;;Ruengsillapanun et al.;Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete
;33,40;-;18,90;[87];27,9;Sodium silicate;187,00;93,00;;Ruengsillapanun et al.;Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete
;22,20;-;15,30;[87];27,9;Sodium silicate;215,00;65,00;;Ruengsillapanun et al.;Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete
;25,10;-;16,10;[87];27,9;Sodium silicate;215,00;65,00;;Ruengsillapanun et al.;Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete
;24,50;-;15,80;[87];27,9;Sodium silicate;215,00;65,00;;Ruengsillapanun et al.;Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete
;27,10;-;16,70;[87];27,9;Sodium silicate;200,00;80,00;;Ruengsillapanun et al.;Mechanical properties, shrinkage, and heat evolution of alkali activated fly ash concrete
;44,00;3,30;22,00;[89];25,79;Sodium silicate;118,00;118,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;41,00;3,18;26,00;[89];25,79;Sodium silicate;113,00;113,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;33,00;2,76;23,00;[89];25,79;Sodium silicate;108,00;108,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;40,00;3,66;23,00;[89];25,79;Sodium silicate;118,00;118,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;39,00;3,48;23,00;[89];25,79;Sodium silicate;113,00;113,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;34,00;3,30;23,00;[89];25,79;Sodium silicate;108,00;108,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;40,00;3,54;22,00;[89];25,79;Sodium silicate;118,00;118,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;38,00;3,06;24,00;[89];25,79;Sodium silicate;113,00;113,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;35,00;3,00;24,00;[89];25,79;Sodium silicate;108,00;108,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;33,00;2,88;24,50;[89];25,79;Sodium silicate;118,00;118,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;29,00;2,94;27,00;[89];25,79;Sodium silicate;113,00;113,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;28,00;2,46;25,00;[89];25,79;Sodium silicate;108,00;108,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;43,00;3,78;26,00;[89];25,79;Sodium silicate;118,00;118,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;40,00;3,72;26,00;[89];25,79;Sodium silicate;113,00;113,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;39,00;3,48;20,00;[89];25,79;Sodium silicate;108,00;108,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;44,00;3,78;26,00;[89];25,79;Sodium silicate;118,00;118,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;43,00;3,60;27,00;[89];25,79;Sodium silicate;113,00;113,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;41,00;3,48;26,00;[89];25,79;Sodium silicate;108,00;108,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;40,00;3,72;27,00;[89];25,79;Sodium silicate;118,00;118,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;41,00;3,48;28,00;[89];25,79;Sodium silicate;113,00;113,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;40,00;3,24;26,00;[89];25,79;Sodium silicate;108,00;108,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;26,00;3,60;19,00;[89];25,79;Sodium silicate;118,00;118,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;27,00;3,12;19,00;[89];25,79;Sodium silicate;113,00;113,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;24,00;3,06;29,00;[89];25,79;Sodium silicate;108,00;108,00;;Phoo-ngernkham et al.;A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature
;47,67;3,48;30,40;[90];15,51;Sodium silicate;104,00;104,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;54,67;3,74;31,00;[90];15,51;Sodium silicate;104,00;104,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;53,34;3,92;34,80;[90];15,51;Sodium silicate;104,00;104,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;62,40;4,42;37,80;[90];15,51;Sodium silicate;104,00;104,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;45,64;3,56;38,40;[90];15,51;Sodium silicate;104,00;104,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;51,42;3,99;38,00;[90];15,51;Sodium silicate;104,00;104,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;41,80;2,76;23,40;[90];15,51;Sodium silicate;69,00;138,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;48,09;3,26;24,20;[90];15,51;Sodium silicate;69,00;138,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;47,02;3,12;26,80;[90];15,51;Sodium silicate;69,00;138,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;56,18;3,63;31,00;[90];15,51;Sodium silicate;69,00;138,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;54,69;3,46;35,40;[90];15,51;Sodium silicate;69,00;138,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;57,50;3,59;31,80;[90];15,51;Sodium silicate;69,00;138,00;;Topark Ngarm et al.;Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete
;43,20;2,61;0,00;[104];14,2;Sodium silicate;108,00;162,00;;Nuaklong et al.;Recycled aggregate high calcium fly ash geopolymer concrete with inclusion of OPC and nano-SiO2
;40,90;2,43;0,00;[104];14,2;Sodium silicate;108,00;162,00;;Nuaklong et al.;Recycled aggregate high calcium fly ash geopolymer concrete with inclusion of OPC and nano-SiO2
;67,50;2,69;33,60;[91];22,45;Sodium silicate;111,00;111,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;60,28;2,83;34,38;[91];28,07;Sodium silicate;111,00;111,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;63,89;2,58;37,11;[91];12,93;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;88,37;3,16;42,89;[91];18,72;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;69,38;3,74;31,45;[91];23,53;Sodium silicate;111,00;111,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;47,19;2,50;19,07;[91];26,19;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;61,70;2,66;28,91;[91];11,66;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;44,54;2,15;26,97;[91];33,39;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;65,18;3,16;29,45;[91];28,53;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;50,81;3,11;22,57;[91];28,47;Sodium silicate;123,50;123,50;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;70,19;2,90;29,90;[91];10,6;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;10,73;0,37;1,87;[91];26,8;Sodium silicate;209,95;209,95;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
FA-F_HT;45,33;2,70;21,10;[75];2,24;Sodium silicate;81,00;166,00;;Aiken et al.;Mechanical and durability properties of alkali-activated fly ash concrete with increasing slag content
;21,60;0,90;8,20;[75];2,24;Sodium silicate;72,00;88,00;;Aiken et al.;Mechanical and durability properties of alkali-activated fly ash concrete with increasing slag content
;33,83;2,34;14,30;[72];11,73;Sodium silicate;32,10;138,00;;Nikoloutsopoulos et al.;Physical and mechanical properties of fly ash based geopolymer concrete compared to conventional concrete
;42,86;1,98;16,10;[72];11,73;Sodium silicate;48,20;252,00;;Nikoloutsopoulos et al.;Physical and mechanical properties of fly ash based geopolymer concrete compared to conventional concrete
;42,05;2,25;17,50;[72];11,73;Sodium silicate;64,30;336,00;;Nikoloutsopoulos et al.;Physical and mechanical properties of fly ash based geopolymer concrete compared to conventional concrete
;55,45;-;17,10;[105];2,44;Sodium silicate;217,00;37,00;;Fernández-Jiménez et al.;Engineering Properties of Compacted Fly Ash
;64,49;3,56;26,95;[71];2,13;Sodium silicate;46,15;92,31;;Olivia et al.;Properties of fly ash geopolymer concrete designed by Taguchi method
;64,49;3,72;25,33;[71];2,13;Sodium silicate;36,40;90,99;;Olivia et al.;Properties of fly ash geopolymer concrete designed by Taguchi method
;68,20;3,86;29,05;[71];2,13;Sodium silicate;42,70;106,70;;Olivia et al.;Properties of fly ash geopolymer concrete designed by Taguchi method
;48,35;2,49;28,60;[91];5;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;55,55;3,35;29,47;[91];5,48;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;54,69;3,18;29,36;[91];5,64;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;54,79;2,77;28,52;[91];5,01;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;54,11;2,83;26,46;[91];6,9;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;55,44;3,07;26,64;[91];1,97;Sodium silicate;123,50;123,50;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;20,20;1,34;7,04;[91];5,43;Sodium silicate;187,70;187,70;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;20,82;1,43;6,81;[91];4,69;Sodium silicate;232,10;232,10;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;28,68;2,10;7,96;[91];5,18;Sodium silicate;163,00;163,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;18,34;1,64;7,46;[91];5,57;Sodium silicate;192,60;192,60;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;54,56;3,79;28,74;[91];4,64;Sodium silicate;99,00;99,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;57,24;2,80;19,28;[91];2,26;Sodium silicate;168,00;168,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
;51,38;2,54;25,61;[91];9,23;Sodium silicate;98,00;98,00;;Diaz-Loya et al.;Mechanical properties of fly-ash-based geopolymer concrete
FA-F_RT;18,90;1,68;10,80;[73];6,72;Sodium silicate;63,00;94,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;17,20;1,50;7,30;[73];6,72;Sodium silicate;52,50;105,10;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;16,00;1,50;7,00;[73];6,72;Sodium silicate;45,00;112,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;15,67;2,04;7,00;[73];6,72;Sodium silicate;73,60;110,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;16,50;1,92;8,70;[73];6,72;Sodium silicate;61,30;122,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;16,50;1,86;7,40;[73];6,72;Sodium silicate;52,50;131,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;15,60;2,04;10,50;[73];6,72;Sodium silicate;82,80;124,20;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;16,00;1,62;10,10;[73];6,72;Sodium silicate;69,00;138,00;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;16,00;1,56;8,80;[73];6,72;Sodium silicate;59,10;147,80;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;22,40;1,98;11,10;[73];6,72;Sodium silicate;63,00;94,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;21,90;2,52;10,00;[73];6,72;Sodium silicate;52,50;105,10;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;21,10;1,56;17,40;[73];6,72;Sodium silicate;45,00;112,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;22,20;2,40;21,40;[73];6,72;Sodium silicate;73,60;110,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;20,90;2,34;15,10;[73];6,72;Sodium silicate;61,30;122,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;20,90;1,92;11,20;[73];6,72;Sodium silicate;52,50;131,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;21,00;2,10;19,10;[73];6,72;Sodium silicate;82,80;124,20;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;19,70;1,98;17,10;[73];6,72;Sodium silicate;69,00;138,00;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;19,80;1,92;11,20;[73];6,72;Sodium silicate;59,10;147,80;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;23,00;2,82;15,10;[73];6,72;Sodium silicate;63,00;94,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;22,50;2,04;7,80;[73];6,72;Sodium silicate;52,50;105,10;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;21,00;1,92;17,80;[73];6,72;Sodium silicate;45,00;112,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;25,00;2,52;23,30;[73];6,72;Sodium silicate;73,60;110,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;23,00;2,52;15,10;[73];6,72;Sodium silicate;61,30;122,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;20,90;2,16;30,30;[73];6,72;Sodium silicate;52,50;131,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;20,50;2,82;27,20;[73];6,72;Sodium silicate;82,80;124,20;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;21,00;2,76;25,10;[73];6,72;Sodium silicate;69,00;138,00;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;20,70;2,10;15,50;[73];6,72;Sodium silicate;59,10;147,80;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;26,10;2,16;17,20;[73];6,72;Sodium silicate;63,00;94,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;26,00;2,88;28,50;[73];6,72;Sodium silicate;52,50;105,10;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;25,50;2,10;28,50;[73];6,72;Sodium silicate;45,00;112,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;26,70;2,58;35,00;[73];6,72;Sodium silicate;73,60;110,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;28,90;3,00;30,10;[73];6,72;Sodium silicate;61,30;122,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;25,10;2,82;30,30;[73];6,72;Sodium silicate;52,50;131,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;29,50;2,82;27,70;[73];6,72;Sodium silicate;82,80;124,20;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;24,00;2,88;25,30;[73];6,72;Sodium silicate;69,00;138,00;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;20,70;2,34;31,50;[73];6,72;Sodium silicate;59,10;147,80;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;24,80;2,40;10,60;[73];6,72;Sodium silicate;63,00;94,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;25,60;2,88;15,20;[73];6,72;Sodium silicate;52,50;105,10;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;25,00;2,40;14,50;[73];6,72;Sodium silicate;45,00;112,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;29,50;3,00;35,20;[73];6,72;Sodium silicate;73,60;110,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;25,90;3,00;26,20;[73];6,72;Sodium silicate;61,30;122,60;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;23,80;2,94;28,10;[73];6,72;Sodium silicate;52,50;131,40;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;25,00;2,82;30,60;[73];6,72;Sodium silicate;82,80;124,20;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;23,50;2,94;14,50;[73];6,72;Sodium silicate;69,00;138,00;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
;22,60;2,34;20,10;[73];6,72;Sodium silicate;59,10;147,80;;Ghafoor et al.;Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature
Blend;54,47;2,64;22,40;[78];32,325;Sodium silicate;66,00;99,00;;El-Hassan et al.;Performance of Steel Fiber-Reinforced Alkali-Activated Slag-Fly Ash Blended Concrete Incorporating Recycled Concrete Aggregates and Dune Sand
;37,42;1,97;12,60;[78];22,65;Sodium silicate;60,00;99,00;;El-Hassan et al.;Performance of Steel Fiber-Reinforced Alkali-Activated Slag-Fly Ash Blended Concrete Incorporating Recycled Concrete Aggregates and Dune Sand
;49,20;2,26;27,40;[79];17,27811765;Sodium silicate;8,23;115,50;;Mahmood et al.;Effects of mixing duration on engineering properties of geopolymer concrete
;46,70;2,43;29,10;[79];17,27811765;Sodium silicate;8,23;115,50;;Mahmood et al.;Effects of mixing duration on engineering properties of geopolymer concrete
;44,50;1,92;29,60;[79];17,408;Sodium silicate;8,23;115,50;;Mahmood et al.;Effects of mixing duration on engineering properties of geopolymer concrete
;42,30;2,22;30,30;[79];17,408;Sodium silicate;8,23;115,50;;Mahmood et al.;Effects of mixing duration on engineering properties of geopolymer concrete
;42,05;2,52;19,70;[75];10,51393617;Sodium silicate;73,00;88,00;;Aiken et al.;Mechanical and durability properties of alkali-activated fly ash concrete with increasing slag content
;55,45;3,42;27,10;[75];18,85430108;Sodium silicate;72,00;88,00;;Aiken et al.;Mechanical and durability properties of alkali-activated fly ash concrete with increasing slag content
;60,50;2,97;28,90;[75];31,30954178;Sodium silicate;72,00;87,00;;Aiken et al.;Mechanical and durability properties of alkali-activated fly ash concrete with increasing slag content
;65,54;5,76;27,00;[80];51,8;Sodium silicate;138,30;103,80;;Huseien et al.;Texture, morphology and strength performance of self-compacting alkali-activated concrete: Role of fly ash as GBFS replacement
;63,66;5,31;26,20;[80];37,808;Sodium silicate;138,30;103,80;;Huseien et al.;Texture, morphology and strength performance of self-compacting alkali-activated concrete: Role of fly ash as GBFS replacement
;62,58;4,95;25,00;[80];33,144;Sodium silicate;138,30;103,80;;Huseien et al.;Texture, morphology and strength performance of self-compacting alkali-activated concrete: Role of fly ash as GBFS replacement
;60,25;4,86;24,00;[80];28,48;Sodium silicate;138,30;103,80;;Huseien et al.;Texture, morphology and strength performance of self-compacting alkali-activated concrete: Role of fly ash as GBFS replacement
;51,68;4,68;23,00;[80];23,816;Sodium silicate;138,30;103,80;;Huseien et al.;Texture, morphology and strength performance of self-compacting alkali-activated concrete: Role of fly ash as GBFS replacement
;44,79;4,23;22,80;[80];19,152;Sodium silicate;138,30;103,80;;Huseien et al.;Texture, morphology and strength performance of self-compacting alkali-activated concrete: Role of fly ash as GBFS replacement
GGBFS;41,81;2,86;26,67;[69];38,65;Sodium silicate;61,00;152,00;;Hammad et al.;The performance of fiber GGBS based alkali-activated concrete 
;47,47;0,00;25,69;[85];36;Sodium silicate;46,00;71,00;;Wardhono et al.;Long term performance of alkali activated slag concrete
;41,70;6,12;34,20;[74];39,8;-;0,00;0,00;;Thomas and Peethamparan;Alkali-activated concrete: Engineering properties and stress-strain behaviour
;52,70;6,48;26,20;[74];39,8;-;0,00;0,00;;Thomas and Peethamparan;Alkali-activated concrete: Engineering properties and stress-strain behaviour
;54,70;5,67;27,00;[74];39,8;-;0,00;0,00;;Thomas and Peethamparan;Alkali-activated concrete: Engineering properties and stress-strain behaviour
;43,00;5,67;27,90;[74];39,8;-;0,00;0,00;;Thomas and Peethamparan;Alkali-activated concrete: Engineering properties and stress-strain behaviour
;53,70;7,47;22,40;[74];39,8;-;0,00;0,00;;Thomas and Peethamparan;Alkali-activated concrete: Engineering properties and stress-strain behaviour
;60,60;7,56;33,50;[74];39,8;-;0,00;0,00;;Thomas and Peethamparan;Alkali-activated concrete: Engineering properties and stress-strain behaviour
;35,25;4,98;0,00;[106];45,55;Sodium silicate;12,60;22,70;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;39,78;4,68;0,00;[106];45,55;Sodium silicate;10,40;34,00;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;40,19;4,62;0,00;[106];45,55;Sodium silicate;8,20;45,30;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;44,16;6,60;0,00;[106];45,55;Sodium silicate;18,80;34,00;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;51,36;6,12;0,00;[106];45,55;Sodium silicate;15,50;50,80;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;54,31;5,40;0,00;[106];45,55;Sodium silicate;12,30;67,50;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;61,25;6,12;0,00;[106];45,55;Sodium silicate;24,90;45,10;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;64,64;6,00;0,00;[106];45,55;Sodium silicate;20,60;67,40;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;67,60;5,94;0,00;[106];45,55;Sodium silicate;16,30;89,50;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;68,25;5,88;0,00;[106];45,55;Sodium silicate;31,00;56,10;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;69,44;4,98;0,00;[106];45,55;Sodium silicate;25,60;83,80;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;82,86;4,86;0,00;[106];45,55;Sodium silicate;20,20;111,20;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;68,09;5,28;0,00;[106];45,55;Sodium silicate;37,10;67,10;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;80,31;4,62;0,00;[106];45,55;Sodium silicate;30,50;100,10;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;85,99;4,68;0,00;[106];45,55;Sodium silicate;24,10;132,80;;Fang et al.;Effect of alkali contents, moduli and curing time on engineering properties of alkali-activated slag
;21,53;1,52;0,00;[107];33,67;Sodium silicate;48,00;72,00;;Thunuguntla et al.;Effect of mix design parameters on mechanical and durability properties of alkali activated slag concrete
;26,86;2,34;0,00;[107];33,67;Sodium silicate;66,00;99,00;;Thunuguntla et al.;Effect of mix design parameters on mechanical and durability properties of alkali activated slag concrete
;25,68;2,24;0,00;[107];33,67;Sodium silicate;72,00;108,00;;Thunuguntla et al.;Effect of mix design parameters on mechanical and durability properties of alkali activated slag concrete
;31,38;2,39;0,00;[107];33,67;Sodium silicate;99,00;148,50;;Thunuguntla et al.;Effect of mix design parameters on mechanical and durability properties of alkali activated slag concrete
;63,63;3,81;0,00;[107];33,67;Sodium silicate;48,00;72,00;;Thunuguntla et al.;Effect of mix design parameters on mechanical and durability properties of alkali activated slag concrete
;66,45;4,45;0,00;[107];33,67;Sodium silicate;66,00;99,00;;Thunuguntla et al.;Effect of mix design parameters on mechanical and durability properties of alkali activated slag concrete
;69,18;5,00;0,00;[107];33,67;Sodium silicate;72,00;108,00;;Thunuguntla et al.;Effect of mix design parameters on mechanical and durability properties of alkali activated slag concrete
;71,90;4,97;0,00;[107];33,67;Sodium silicate;99,00;148,50;;Thunuguntla et al.;Effect of mix design parameters on mechanical and durability properties of alkali activated slag concrete
;41,45;3,78;20,00;[70];33,3;Sodium silicate;8,00;49,00;;Ding et al.;Fracture properties of AAS and OPC concrete and mortar
;50,94;4,59;22,00;[70];33,3;Sodium silicate;11,00;71,00;;Ding et al.;Fracture properties of AAS and OPC concrete and mortar
;65,23;5,45;23,60;[70];33,3;Sodium silicate;11,00;117,00;;Ding et al.;Fracture properties of AAS and OPC concrete and mortar
;24,60;1,05;13,01;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;24,90;1,01;12,95;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;27,40;1,34;18,77;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;28,50;1,34;16,55;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;31,30;1,76;19,45;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;34,60;1,76;19,72;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;40,60;2,30;23,52;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;38,00;2,31;20,83;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;40,20;2,39;21,62;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;44,50;2,48;25,29;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;53,10;2,84;29,91;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;58,20;2,95;31,47;[100];45;-;0,00;0,00;;Yang et al.;Effect of water-binder ratio on the mechanical properties of calcium hydroxide-based alkali-activated slag concrete
;43,05;3,21;19,20;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;44,00;3,22;19,60;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;44,60;3,27;19,70;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;44,72;3,31;19,70;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;45,45;3,53;19,70;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;46,56;3,71;19,85;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;47,56;3,74;20,00;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;48,07;3,60;20,30;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;48,96;3,83;20,80;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;49,22;3,76;20,65;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;50,25;3,85;20,50;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;50,38;3,92;21,10;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;50,64;3,90;21,35;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;52,22;4,19;21,30;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;54,65;4,39;21,50;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;55,61;4,40;21,60;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;54,51;4,21;21,70;[108];39,54;Sodium hydroxide;227-339;0,00;;Hung and Chan;The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete
;44,42;3,49;22,92;[83];43,34;Sodium silicate;58,18;101,82;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;43,72;3,41;20,92;[83];43,34;Sodium silicate;42,35;137,65;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;44,49;3,65;23,98;[83];43,34;Sodium silicate;57,14;142,86;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;45,27;3,83;34,93;[83];43,34;Sodium silicate;45,71;114,29;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;46,05;4,68;27,64;[83];43,34;Sodium silicate;65,45;114,55;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;46,83;4,02;32,18;[83];43,34;Sodium silicate;47,06;152,94;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;48,74;3,77;26,98;[83];43,34;Sodium silicate;45,71;114,29;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;49,54;3,62;26,21;[83];43,34;Sodium silicate;48,00;132,00;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;50,34;3,75;28,96;[83];43,34;Sodium silicate;72,73;127,27;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;51,14;3,66;30,23;[83];43,34;Sodium silicate;37,65;122,35;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;51,94;4,06;27,07;[83];43,34;Sodium silicate;51,43;128,57;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;53,75;3,78;27,20;[83];43,34;Sodium silicate;72,73;127,27;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;54,57;4,02;35,11;[83];43,34;Sodium silicate;58,18;101,82;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;55,39;3,82;33,69;[83];43,34;Sodium silicate;42,35;137,65;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;56,21;3,76;24,99;[83];43,34;Sodium silicate;57,14;142,86;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;57,03;4,17;37,83;[83];43,34;Sodium silicate;45,71;114,29;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;58,77;3,66;23,19;[83];43,34;Sodium silicate;65,45;114,55;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;59,60;3,80;22,91;[83];43,34;Sodium silicate;47,06;152,94;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;60,43;3,83;29,32;[83];43,34;Sodium silicate;45,71;114,29;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;61,27;3,77;21,17;[83];43,34;Sodium silicate;65,45;114,55;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;62,10;4,18;37,46;[83];43,34;Sodium silicate;47,06;152,94;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;62,93;4,10;35,33;[83];43,34;Sodium silicate;37,65;122,35;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;63,77;4,50;31,44;[83];43,34;Sodium silicate;51,43;128,57;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;63,76;3,57;22,99;[83];43,34;Sodium silicate;72,73;127,27;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;64,58;3,65;26,19;[83];43,34;Sodium silicate;58,18;101,82;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;65,40;4,51;38,57;[83];43,34;Sodium silicate;42,35;137,65;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;66,22;3,32;19,66;[83];43,34;Sodium silicate;57,14;142,86;;Aliabdo et al.;Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete
;46,78;3,06;0,00;[102];40,67;Sodium silicate;13,00;46,50;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;49,75;3,51;0,00;[102];40,67;Sodium silicate;16,30;58,10;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;53,80;3,47;0,00;[102];40,67;Sodium silicate;19,50;69,70;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;56,30;3,51;0,00;[102];40,67;Sodium silicate;13,00;46,50;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;55,85;3,60;0,00;[102];40,67;Sodium silicate;16,30;58,10;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;57,75;3,96;0,00;[102];40,67;Sodium silicate;19,50;69,70;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;60,60;4,23;0,00;[102];40,67;Sodium silicate;13,00;46,50;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;60,05;3,87;0,00;[102];40,67;Sodium silicate;16,30;58,10;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;58,90;3,60;0,00;[102];40,67;Sodium silicate;19,50;69,70;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;58,20;3,78;0,00;[102];40,67;Sodium silicate;13,00;46,50;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;63,00;3,96;0,00;[102];40,67;Sodium silicate;16,30;58,10;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;64,75;4,05;0,00;[102];40,67;Sodium silicate;19,50;69,70;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;65,86;3,83;0,00;[102];40,67;Sodium silicate;13,00;46,50;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;65,95;4,32;0,00;[102];40,67;Sodium silicate;16,30;58,10;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;65,70;4,41;0,00;[102];40,67;Sodium silicate;16,30;58,10;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;67,40;4,50;0,00;[102];40,67;Sodium silicate;19,50;69,70;;Chi;Effects of dosage of alkali-activated solution and curing conditions on the properties and durability of alkali-activated slag concrete
;43,40;0,00;21,20;[84];42;Sodium silicate;70,00;177,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete
;56,44;0,00;25,65;[84];42;Sodium silicate;64,00;161,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete
;62,61;0,00;28,95;[84];42;Sodium silicate;58,00;145,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete
;75,57;0,00;32,30;[84];42;Sodium silicate;70,00;177,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete
;76,23;0,00;32,70;[84];42;Sodium silicate;64,00;161,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete
;77,06;0,00;32,90;[84];42;Sodium silicate;57,00;145,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete
;79,91;0,00;33,60;[84];42;Sodium silicate;70,00;177,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete
;82,13;0,00;35,00;[84];42;Sodium silicate;64,00;161,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete
;82,65;0,00;35,30;[84];42;Sodium silicate;57,00;145,00;;El-Hassan et al.;Influence of different curing regimes on the performance and microstructure of alkali-activated slag concrete