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    Studies on Several Factors Affecting Hydration and Properties of Lime-Pozzolan Cements

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 006
    Author:
    Caijun Shi
    DOI: 10.1061/(ASCE)0899-1561(2001)13:6(441)
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates effects of several factors such as lime content and the types of lime on water requirement, initial porosity, strength development, pozzolanic reaction rate, and pozzolanic reaction chemistry of lime-pozzolan cement. The water requirement of the lime-pozzolan cement did not change when lime content increased from 0 to 20% but it increased with higher lime content. A calculation indicated that lime content had a similar effect on the initial porosity of fresh lime-pozzolan cement mortars as on the water requirement. Strength measurement indicated that the optimum lime content for lime-pozzolan cement was around 20%. For a given CaO content, use of quicklime showed a higher lime consumption rate than use of hydrated lime before 28 days but no difference could be observed thereafter. Lime-pozzolan cements made with quicklime gave higher strengths than the cement made with hydrated lime.
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      Studies on Several Factors Affecting Hydration and Properties of Lime-Pozzolan Cements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45733
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    contributor authorCaijun Shi
    date accessioned2017-05-08T21:17:20Z
    date available2017-05-08T21:17:20Z
    date copyrightDecember 2001
    date issued2001
    identifier other%28asce%290899-1561%282001%2913%3A6%28441%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45733
    description abstractThis paper investigates effects of several factors such as lime content and the types of lime on water requirement, initial porosity, strength development, pozzolanic reaction rate, and pozzolanic reaction chemistry of lime-pozzolan cement. The water requirement of the lime-pozzolan cement did not change when lime content increased from 0 to 20% but it increased with higher lime content. A calculation indicated that lime content had a similar effect on the initial porosity of fresh lime-pozzolan cement mortars as on the water requirement. Strength measurement indicated that the optimum lime content for lime-pozzolan cement was around 20%. For a given CaO content, use of quicklime showed a higher lime consumption rate than use of hydrated lime before 28 days but no difference could be observed thereafter. Lime-pozzolan cements made with quicklime gave higher strengths than the cement made with hydrated lime.
    publisherAmerican Society of Civil Engineers
    titleStudies on Several Factors Affecting Hydration and Properties of Lime-Pozzolan Cements
    typeJournal Paper
    journal volume13
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2001)13:6(441)
    treeJournal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 006
    contenttypeFulltext
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