Title of article
Effects of LOI of ground bagasse ash on the compressive strength and sulfate resistance of mortars
Author/Authors
Chusilp، نويسنده , , Nuntachai and Jaturapitakkul، نويسنده , , Chai and Kiattikomol، نويسنده , , Kraiwood Kiattikomol، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2009
Pages
9
From page
3523
To page
3531
Abstract
Raw bagasse ash collected from the Thai sugar industry has a high loss on ignition (LOI) of ∼20%. When ground and ignited at 550 °C for 45 min, the LOI was reduced to ∼5%. These high and low LOI of ground bagasse ashes were blended in the ratios of 1:2 and 2:1 by weight to give ground bagasse ashes with LOIs of 10% and 15%, respectively. Each of these ground bagasse ashes was used to replace Portland cement type I at 10%, 20%, 30%, and 40% by weight of binder to cast mortar.
sults showed that the development of compressive strengths of mortars containing ground bagasse ash with high LOI was slower than that of mortar containing ground bagasse ash with low LOI. However, at the later age, both types of ground ash mortars displayed similar compressive strengths. Mortars containing high LOI (∼20%) of ground bagasse ash at 20% and 30% by weight of binder could produce higher compressive strengths than a control mortar after 28 and 90 days, respectively. Mortar bars containing ground bagasse ash at 10% showed a greater potential sulfate resistance and displayed a reduce expansion compared to a control mortar. However, mortar bars containing high LOI (larger than 10%) of ground bagasse ashes showed greater deterioration from sulfate attack than the mortar bars containing low LOI (less than 10%) of ground bagasse ashes, especially at high replacement levels (30–40%).
Keywords
Compressive strength , Mortar , LOI , Sulfate resistance , Bagasse ash
Journal title
Construction and Building Materials
Serial Year
2009
Journal title
Construction and Building Materials
Record number
1629915
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