Table 3 Mortar mix designs.
From: Micro and Nano Engineered High Volume Ultrafine Fly Ash Cement Composite with and without Additives
Mix | Total Binder | S/B | W/B | SP | SA | ||||
|---|---|---|---|---|---|---|---|---|---|
OPC (%) | UFFA | HL | SF | NS | |||||
Control | 100 | – | – | – | – | 2.4 | 0.3 | 27.5 | – |
CF | 20 | 80 % | – | – | – | 2.4 | 0.3 | 11.5 | – |
S1 | 20 | 65 % | – | 15 % | – | 2.4 | 0.3 | 30.0 | – |
S2 | 20 | 65 % | – | 15 % | – | 2.4 | 0.3 | 30.0 | 27.5 |
S3 | 20 | 60 % | 5 % | 15 % | – | 2.4 | 0.3 | 30.0 | – |
S4 | 20 | 60 % | 5 % | 15 % | – | 2.4 | 0.3 | 30.0 | 27.5 |
N1 | 20 | 75 % | – | – | 5 % | 2.4 | 0.3 | 60.0 | – |
N2 | 20 | 75 % | – | – | 5 % | 2.4 | 0.3 | 60.0 | 27.5 |
N3 | 20 | 70 % | 5 % | – | 5 % | 2.4 | 0.3 | 60.0 | – |
N4 | 20 | 70 % | 5 % | – | 5 % | 2.4 | 0.3 | 60.0 | 27.5 |