Investigation on Control Burned of Bagasse Ash on the Properties of Bagasse Ash-Blended Mortars
Abstract
:1. Introduction
2. Experimental Procedure
2.1. Preparation and Characterization of Bagasse Ash
2.2. Preparation and Analysis of BA-Blended Mortar Samples
3. Results and Discussion
3.1. Mineralogical Compositions of Bagasse Ash (BA)
3.2. Thermal Analysis of Bagasse Ash
3.3. Compressive Strength of Bagasse Ash (BA)-Blended OPC Mortar Sample
3.4. Compressive Strength of Bagasse Ash-Blended PPC Mortar Samples
3.5. Water Absorption and Apparent Porosity of HT–BA-Blended OPC Mortar Samples
3.6. Microstructure Characterization of Bagasse Ash and Bagasse Ash-Blended Mortar
4. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Burning Time | Burning Temperature | |||
---|---|---|---|---|
300 °C | 450 °C | 600 °C | 750 °C | |
1 h | ||||
2 h |
Amount BA (%) | PC-Portland Cements (gm) | LT-BA (gm) | HT-B (gm) | Sand (gm) | Water (mL) |
---|---|---|---|---|---|
BA 0 | 150.0 | 0 | 0 | 450 | 80 |
LT-BA 5 | 142.5 | 7.5 | 0 | 450 | 80 |
LT-BA 10 | 135.0 | 15.0 | 0 | 450 | 80 |
LT-BA 15 | 127.5 | 22.5 | 0 | 450 | 100 |
LT-BA 20 | 120.0 | 30.0 | 0 | 450 | 100 |
LT-BA 25 | 112.5 | 37.5 | 0 | 450 | 100 |
HT-BA 5 | 142.5 | 0 | 7.5 | 450 | 80 |
HT-BA 10 | 135.0 | 0 | 15.0 | 450 | 80 |
HT-BA 15 | 127.5 | 0 | 22.5 | 450 | 100 |
HT-BA 20 | 120.0 | 0 | 30.0 | 450 | 100 |
HT-BA 25 | 112.5 | 0 | 37.5 | 450 | 100 |
Amount (%) | SiO2 | Al2O3 | Fe2O3 | CaO | MgO | Na2O | K2O | MnO | P2O5 | TiO2 | H2O | LOI |
---|---|---|---|---|---|---|---|---|---|---|---|---|
Bagasse Ash | 65.06 | 10.88 | 4.08 | 1.14 | 1.30 | 2.06 | 6.60 | 0.10 | 0.79 | 0.24 | 0.66 | 4.75 |
OPC [26] | 22.82 | 5.41 | 3.37 | 66.32 | 1.46 | - | - | - | - | - | - | - |
No. | Bagasse Ash (BA) (%) | Compressive Strength (MPa) of BA Blended OPC–Mortars | |||||||
---|---|---|---|---|---|---|---|---|---|
3 Days | 7 Days | 14 Days | 28 Days | ||||||
LT-BA | HT-BA | LT-BA | HT-BA | LT-BA | HT-BA | LT-BA | HT-BA | ||
1 | BA 0 | 9.26 | 15.20 | 20.2 | 24.5 | ||||
2 | BA 5 | 8.97 | 9.40 | 14.8 | 16.29 | 21.9 | 23.0 | 24.9 | 27.3 |
3 | BA 10 | 8.88 | 9.10 | 13.9 | 14.61 | 19.0 | 21.4 | 22.7 | 26.1 |
4 | BA 15 | 6.89 | 7.32 | 12.2 | 13.50 | 16.3 | 19.1 | 20.6 | 23.2 |
5 | BA 20 | 5.85 | 6.12 | 10.1 | 10.90 | 15.1 | 17.5 | 18.9 | 20.7 |
6 | BA 25 | 5.30 | 5.71 | 7.71 | 8.21 | 14.3 | 15.0 | 17.30 | 19.1 |
No. | Bagasse Ash (%) | Compressive Strength (MPa) of BA Blended PPC–Mortar Samples | |||||||
---|---|---|---|---|---|---|---|---|---|
3 Days | 7 Days | 14 Days | 28 Days | ||||||
LT-BA | HT-BA | LT-BA | HT-BA | LT-BA | HT-BA | LT-BA | HT-BA | ||
1 | BA 0 | 2.71 | 3.53 | 7.05 | 16 | ||||
2 | BA 5 | 1.73 | 1.83 | 2.61 | 3.08 | 5.10 | 6.08 | 12.5 | 14.7 |
3 | BA 10 | 1.81 | 2.34 | 2.78 | 3.02 | 2.42 | 4.31 | 6.69 | 9.36 |
4 | BA 15 | 1.77 | 2.04 | 2.46 | 2.77 | 2.12 | 3.28 | 4.67 | 6.91 |
5 | BA 20 | 1.73 | 1.79 | 1.83 | 1.98 | 1.48 | 2.67 | 4.34 | 5.95 |
6 | BA 25 | 1.38 | 1.42 | 1.48 | 1.77 | 1.44 | 2.30 | 2.42 | 3.97 |
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Seyoum, R.; Tesfamariam, B.B.; Andoshe, D.M.; Algahtani, A.; Ahmed, G.M.S.; Tirth, V. Investigation on Control Burned of Bagasse Ash on the Properties of Bagasse Ash-Blended Mortars. Materials 2021, 14, 4991. https://doi.org/10.3390/ma14174991
Seyoum R, Tesfamariam BB, Andoshe DM, Algahtani A, Ahmed GMS, Tirth V. Investigation on Control Burned of Bagasse Ash on the Properties of Bagasse Ash-Blended Mortars. Materials. 2021; 14(17):4991. https://doi.org/10.3390/ma14174991
Chicago/Turabian StyleSeyoum, Redeat, Belay Brehane Tesfamariam, Dinsefa Mensur Andoshe, Ali Algahtani, Gulam Mohammed Sayeed Ahmed, and Vineet Tirth. 2021. "Investigation on Control Burned of Bagasse Ash on the Properties of Bagasse Ash-Blended Mortars" Materials 14, no. 17: 4991. https://doi.org/10.3390/ma14174991