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    Improving Freeze-Thaw Resistance and Strength Gain of Roller Compacted Fly Ash Concretes with Modified Absorbent Polymer

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 003
    Author:
    Yang Huamei;He Zhen;Shao Yixin;Li Lei
    DOI: 10.1061/(ASCE)MT.1943-5533.0002159
    Publisher: American Society of Civil Engineers
    Abstract: It is difficult to entrain air into roller compacted concrete (RCC) using conventional air entraining agent (AEA) because of its low cement content. This paper examines whether modified absorbent polymer (MAP) can be used as an air entraining admixture to improve both freeze-thaw resistance and strength gain of roller compacted concrete with 4% fly ash content. Modified absorbent polymer is different from superabsorbent polymer because MAP particles are spherical, have low water-absorption capacity, do not entrain additional air by surfactant content, and can release the absorbed water during subsequent hydration. The influence of MAP and AEA on strength and freeze-thaw resistance of RCC is compared. The air void structure and pore structure are evaluated by microscopic imaging, mercury intrusion porosimetry, and nanoindentation. Compared with traditional AEA, the addition of MAP facilitates the formation of a more effective air void network, the improvement of capillary structure, and the enhancement of the strength of the matrix surrounding MAP voids, resulting in significant improvement of freeze-thaw resistance with great increase in strength.
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      Improving Freeze-Thaw Resistance and Strength Gain of Roller Compacted Fly Ash Concretes with Modified Absorbent Polymer

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4247526
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    contributor authorYang Huamei;He Zhen;Shao Yixin;Li Lei
    date accessioned2019-02-26T07:31:01Z
    date available2019-02-26T07:31:01Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002159.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247526
    description abstractIt is difficult to entrain air into roller compacted concrete (RCC) using conventional air entraining agent (AEA) because of its low cement content. This paper examines whether modified absorbent polymer (MAP) can be used as an air entraining admixture to improve both freeze-thaw resistance and strength gain of roller compacted concrete with 4% fly ash content. Modified absorbent polymer is different from superabsorbent polymer because MAP particles are spherical, have low water-absorption capacity, do not entrain additional air by surfactant content, and can release the absorbed water during subsequent hydration. The influence of MAP and AEA on strength and freeze-thaw resistance of RCC is compared. The air void structure and pore structure are evaluated by microscopic imaging, mercury intrusion porosimetry, and nanoindentation. Compared with traditional AEA, the addition of MAP facilitates the formation of a more effective air void network, the improvement of capillary structure, and the enhancement of the strength of the matrix surrounding MAP voids, resulting in significant improvement of freeze-thaw resistance with great increase in strength.
    publisherAmerican Society of Civil Engineers
    titleImproving Freeze-Thaw Resistance and Strength Gain of Roller Compacted Fly Ash Concretes with Modified Absorbent Polymer
    typeJournal Paper
    journal volume30
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002159
    page4018010
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 003
    contenttypeFulltext
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