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    Use of Zeolite as Both Internal Curing Agent and Supplementary Binder in Mortar

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009::page 04023299-1
    Author:
    Xuan Zheng
    ,
    Kefan Liu
    ,
    Shengzhe Gao
    ,
    Fangzheng Wang
    DOI: 10.1061/JMCEE7.MTENG-15043
    Publisher: ASCE
    Abstract: Internal curing with sand-like zeolite particles is effective in reducing shrinkage of cement-based materials, but it decreases the compressive strength. In order to obtain cement-based materials with lower shrinkage and higher strength, zeolite can be used as both internal curing agent and supplementary binder, due to its pozzolanic activity. In this study, the effects of particle size and calcination treatment on internal curing performance and supplementary binding performance of zeolite in cement mortar were experimentally investigated. The pore structure, chemical bond characteristics, water absorption/release behaviors, and pozzolanic activity of zeolite particles were investigated. Cement hydration products, interior relative humidity, and drying moisture loss of mortar specimens containing zeolite were also investigated. The results show that (1) fine zeolite particles can improve the compressive strength, relative humidity, water retention property, and pore structure of cement mortar more obviously than coarse zeolite particles, because they have larger pore size and higher pozzolanic activity; (2) calcination treatment can improve the internal curing performance of coarse zeolite particles, because coarse particles can lose more combined water after calcined; and (3) calcination decreases the pozzolanic activity of zeolite, especially for fine particles.
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      Use of Zeolite as Both Internal Curing Agent and Supplementary Binder in Mortar

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4293771
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    contributor authorXuan Zheng
    contributor authorKefan Liu
    contributor authorShengzhe Gao
    contributor authorFangzheng Wang
    date accessioned2023-11-27T23:41:16Z
    date available2023-11-27T23:41:16Z
    date issued6/22/2023 12:00:00 AM
    date issued2023-06-22
    identifier otherJMCEE7.MTENG-15043.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293771
    description abstractInternal curing with sand-like zeolite particles is effective in reducing shrinkage of cement-based materials, but it decreases the compressive strength. In order to obtain cement-based materials with lower shrinkage and higher strength, zeolite can be used as both internal curing agent and supplementary binder, due to its pozzolanic activity. In this study, the effects of particle size and calcination treatment on internal curing performance and supplementary binding performance of zeolite in cement mortar were experimentally investigated. The pore structure, chemical bond characteristics, water absorption/release behaviors, and pozzolanic activity of zeolite particles were investigated. Cement hydration products, interior relative humidity, and drying moisture loss of mortar specimens containing zeolite were also investigated. The results show that (1) fine zeolite particles can improve the compressive strength, relative humidity, water retention property, and pore structure of cement mortar more obviously than coarse zeolite particles, because they have larger pore size and higher pozzolanic activity; (2) calcination treatment can improve the internal curing performance of coarse zeolite particles, because coarse particles can lose more combined water after calcined; and (3) calcination decreases the pozzolanic activity of zeolite, especially for fine particles.
    publisherASCE
    titleUse of Zeolite as Both Internal Curing Agent and Supplementary Binder in Mortar
    typeJournal Article
    journal volume35
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15043
    journal fristpage04023299-1
    journal lastpage04023299-12
    page12
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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