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    Impact of the Properties and Reactivity of Rice Husk Ash on Lime Mortar Properties

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009
    Author:
    S. Pavía
    ,
    R. Walker
    ,
    P. Veale
    ,
    A. Wood
    DOI: 10.1061/(ASCE)MT.1943-5533.0000967
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies the effect of rice husk ash (RHA) in the properties of hydrated lime (calcium lime-CL90s) mortars with a view to improve their properties and make them more sustainable. The variation in mortar properties was related to the activity of the RHA, which was assessed by measuring its specific surface area, fineness, reactivity, composition, and amorphousness. According to the results, the RHA investigated is a low-temperature, highly reactive ash of high specific surface area that contains crystalline silica and unburnt cellulosic material and was probably produced between 400 and 500°C. Pozzolanic hydrates were clearly present after 24 h, progressively increasing in size and amount (at 3 and 7 days) and linking to each other to form continuous networks after 14 days. The paper concludes that lime replacement by RHA improves mortar workability, lowering water/binder ratio and the amount of water required to reach a specific consistency. RHA also enhances bulk density and lowers the difference between real and bulk densities thus resulting in lower porosity. Lime replacement by RHA enhances strength, and accelerates setting and early strength gain. Finally, with increasing RHA content, lime mortars become progressively stiffer and more elastic, yet remain plastic and thus undergo significant strain before failure.
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      Impact of the Properties and Reactivity of Rice Husk Ash on Lime Mortar Properties

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    https://yetl.yabesh.ir/yetl1/handle/yetl/79156
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    contributor authorS. Pavía
    contributor authorR. Walker
    contributor authorP. Veale
    contributor authorA. Wood
    date accessioned2017-05-08T22:22:57Z
    date available2017-05-08T22:22:57Z
    date copyrightSeptember 2014
    date issued2014
    identifier other43792625.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79156
    description abstractThis paper studies the effect of rice husk ash (RHA) in the properties of hydrated lime (calcium lime-CL90s) mortars with a view to improve their properties and make them more sustainable. The variation in mortar properties was related to the activity of the RHA, which was assessed by measuring its specific surface area, fineness, reactivity, composition, and amorphousness. According to the results, the RHA investigated is a low-temperature, highly reactive ash of high specific surface area that contains crystalline silica and unburnt cellulosic material and was probably produced between 400 and 500°C. Pozzolanic hydrates were clearly present after 24 h, progressively increasing in size and amount (at 3 and 7 days) and linking to each other to form continuous networks after 14 days. The paper concludes that lime replacement by RHA improves mortar workability, lowering water/binder ratio and the amount of water required to reach a specific consistency. RHA also enhances bulk density and lowers the difference between real and bulk densities thus resulting in lower porosity. Lime replacement by RHA enhances strength, and accelerates setting and early strength gain. Finally, with increasing RHA content, lime mortars become progressively stiffer and more elastic, yet remain plastic and thus undergo significant strain before failure.
    publisherAmerican Society of Civil Engineers
    titleImpact of the Properties and Reactivity of Rice Husk Ash on Lime Mortar Properties
    typeJournal Paper
    journal volume26
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000967
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009
    contenttypeFulltext
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