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    Simulation of Microstructure and Ionic Diffusivity for Leached Cement Pastes

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007::page 04022118
    Author:
    Lian Duan
    ,
    Wei Zhou
    ,
    Gaogui Guo
    ,
    Xianchen Wu
    DOI: 10.1061/(ASCE)MT.1943-5533.0004269
    Publisher: ASCE
    Abstract: A numerical framework to study the morphology change of microstructure and ionic diffusivity of leached cement pastes is proposed. According to a two-scale microstructure model, the leached cement paste in the course of portlandite dissolution and C─ S─ H decalcification is modeled. In contrast to recent leaching studies that used particle-based microstructure models to analyze micrometer-sized structures, the novel aspect of this study is the consideration of capillary pores with sizes ranging from tens of nanometers to several micrometers. The evolving microstructure was coupled with the random walk algorithm to calculate diffusion properties in capillary and gel pores of cement pastes during leaching and hydration. Results were in general accord with the reported data from leaching experiments and other simulations. The rarely discussed relationships the simulated 3D microstructure and the ionic diffusivity of leached cement pastes are investigated. In particular, the pore structure, which has different degradation characteristics in each leaching stage, affects the ionic diffusivity variously. The proposed framework has potential as a tool for multiscale simulation of leaching concrete.
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      Simulation of Microstructure and Ionic Diffusivity for Leached Cement Pastes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282143
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    contributor authorLian Duan
    contributor authorWei Zhou
    contributor authorGaogui Guo
    contributor authorXianchen Wu
    date accessioned2022-05-07T20:13:21Z
    date available2022-05-07T20:13:21Z
    date issued2022-04-19
    identifier other(ASCE)MT.1943-5533.0004269.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282143
    description abstractA numerical framework to study the morphology change of microstructure and ionic diffusivity of leached cement pastes is proposed. According to a two-scale microstructure model, the leached cement paste in the course of portlandite dissolution and C─ S─ H decalcification is modeled. In contrast to recent leaching studies that used particle-based microstructure models to analyze micrometer-sized structures, the novel aspect of this study is the consideration of capillary pores with sizes ranging from tens of nanometers to several micrometers. The evolving microstructure was coupled with the random walk algorithm to calculate diffusion properties in capillary and gel pores of cement pastes during leaching and hydration. Results were in general accord with the reported data from leaching experiments and other simulations. The rarely discussed relationships the simulated 3D microstructure and the ionic diffusivity of leached cement pastes are investigated. In particular, the pore structure, which has different degradation characteristics in each leaching stage, affects the ionic diffusivity variously. The proposed framework has potential as a tool for multiscale simulation of leaching concrete.
    publisherASCE
    titleSimulation of Microstructure and Ionic Diffusivity for Leached Cement Pastes
    typeJournal Paper
    journal volume34
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004269
    journal fristpage04022118
    journal lastpage04022118-11
    page11
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007
    contenttypeFulltext
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