1 Introduction
2 Materials and Methods
2.1 Materials
2.2 Methods
2.2.1 Determination of Particle Sizes of Cement and Starches Used
2.2.2 Starch Activation
2.2.3 Starch Morphology
2.2.4 Setting Times Tests
2.2.5 Concrete Mixes
Content (kg/m3) | ||||||
---|---|---|---|---|---|---|
Mix no | Cement (CEM1 52.5 N) | Coarse aggregates | Fine aggregates | w/c | Starch % | Slump (mm) |
Control | 380 | 1024 | 738 | 0.54 | 0 | 85 |
CA 0.5 | 380 | 1024 | 738 | 0.54 | 0.5 | 65 |
CA 1.0 | 380 | 1024 | 738 | 0.54 | 1.0 | 47 |
CA 1.5 | 380 | 1024 | 738 | 0.54 | 1.5 | 32 |
CA 2.0 | 380 | 1024 | 738 | 0.54 | 2.0 | 23 |
MS 0.5 | 380 | 1024 | 738 | 0.54 | 0.5 | 68 |
MS 1.0 | 380 | 1024 | 738 | 0.54 | 1.0 | 46 |
MS 1.5 | 380 | 1024 | 738 | 0.54 | 1.5 | 35 |
MS 2.0 | 380 | 1024 | 738 | 0.54 | 2.0 | 26 |
2.2.6 Oxygen Permeability Test
2.2.7 Water Sorptivity Test
3 Results and Discussion
3.1 Materials Characterization
Oxides | Oxides composition |
---|---|
Chemical tests | (%) |
SiO2
| 20.0 |
Al2O3
| 4.60 |
Fe2O3
| 1.68 |
Mn2O3
| 0.90 |
TiO2
| 0.27 |
CaO | 59.9 |
MgO | 4.50 |
P2O5
| 0.13 |
SO3
| 2.61 |
Cl | 0.004 |
K2O | 0.65 |
Na2O | 0.18 |
LOI | 3.89 |
Total | 99.3 |
Insoluble residue | 1.11 |
Compounds calculated from Bogue’s equation | |
C3S | 53.59 |
C2S | 16.91 |
C3A | 9.35 |
C4AF | 5.11 |
3.2 Particle Sizes
3.3 Setting Times Tests
3.4 Morphology of Starches
Element | Weight % | Atomic % |
---|---|---|
C K | 49.99 | 57.18 |
O K | 49.76 | 42.73 |
K K | 0.25 | 0.09 |
Total | 100.00 |
Element | Weight % | Atomic % |
---|---|---|
C K | 43.47 | 50.68 |
O K | 56.00 | 49.02 |
Na K | 0.38 | 0.23 |
S K | 0.14 | 0.06 |
Total | 100.00 |